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217 ESSEX STREET - BUILDING JACKET 2 a� x UPC 10330 No. 153L HASTINGS. MN co STREET PERMIT Citp of 6aiem nnus Office of Inspector of A3uilbingo Cry Xafl Y'\Y7 V—t t _ 7 -1 20 1 'l J ermission is A'ere6y yioen to VO 112 F 1 L-_S ___-)(OaL 10 occupy`or 11 ,. ( " 1 y ; T 1=. purposes m`ronl of eslale j l 1 T �d of srdemal� �^. oFslreel. 7Ftispermills Li;ileWlo -1 20 I 1 su6Ii?cllo Ilre prooisions o`IFie ordinances anrfslalules in refalion Io cslreels anr(llie 9nspeclion anrf Conslruclron of Zurfo6nyj in Inre Giy of cSafem. ,✓✓✓�,:.- `Direr%`of�6lc cSeruice� � n 9.rpeclor ol.`/1m/dn9s c$iyna/ure olfApp/�\an% 1, !{J II I � .�•. �� STREET PERMIT QCitp of *atem a Office of 3 ttopector of AuifDingg cry}fall F—L L— 20 L� .%ermrssron rs�ier¢6y9ruen!o �� I 9-P—L_L—,SS (ZO NS7 Cp to occupyfar Q V Y` -1(p 512— purposes oil srdeoiag, oFslreel. 30 D 77Srs)permrl rs limrledlo {�At\� 20 L sub ec!!o ISie proursrons o`lote ordinances andslalules rn relalron to cslreels andln"e gnspeclron and conslruclron o`✓3urldi/ys rn l ie crly of c$a/¢m. I '.�irec/w o�.Jir6l'c cS¢'u�cer $epeelw0�..73vi/dnys I Salem Historical Commission 120 WASHINGTON STREET,SALEM, MASSACHUSETTS 01970 (978)619-5685 FAX(978)740-0404 CERTIFICATE OF NON-APPLICABILITY It is hereby certified that the Salem Historical Commission has determined that the proposed: ❑ Construction ❑ Moving ✓ Reconstruction ❑ Alteration ❑ Demolition ✓ Painting ❑ Signage ❑ Other Work as described below does not involve an exterior architectural feature or involves a feature covered by the exemptions or limitations set forth in the Historic District's Act (M.G.L. Ch. 40C) and the Salem Historic Districts Ordinance. District:- McIntire District Address of Property: 392 Essex Street Name of Record Owner:Park Towers V LLC Description of Work Proposed: ■ In-kind replacement of wood clapboards and paint to match existing color. No changes in color, material, design, location or outward appearance. Non-applicable due to being in- kind replacement and painting. Dated: January 3, 2017 SALEM HISTORICAL COMMISSION By: The homeowner has the option not to commence the work(unless it relates to resolving an outstanding violation). All work commenced must be completed within one year from this date unless otherwise indicated. Once completed,please submit a photographs) of the final result(maximum offour-i.e. one photograph of each affected fafade). THIS IS NOT A BUILDING PERMIT. Please be sure to obtain the appropriate permits from the Inspector of Buildings (or any other necessary permits or approvals)prior to commencing work. Z O SIX U .m 2 O SS - U. U � � e 4 weri on wireless' SALEM 5 MA ©°o 217 ESSEX STREET _ SALEM, MA 01970 =a COISULTANT TEAM PROJECT BUMA 8lgf PDE]( SITE NAME: suras W SHT DESCRIPRON NO. PROJECT ENGINEER SITE ADDRESS: 217 ESSEX STREET 7-1 TELE SHEET ±g SALEM,W 01970 c-1 NXISUS Purl c Hlrowx 06vGx GROUP IN, APPUCANi: NERNDx wIRELEss A-1 MSCMENf PFw lNQ DSGDOD MME" 4MG FRIEaENG PXNK c s DNl.G'R,W 0 RU�Sn.�O ESIROROWM.VA 01581 A-2 MODE PIAN N.® TEL 1-(B]N)-552-55ilZONING WSTPoCT: B$(CEHIRK DEVELOPMENT A-3 ELEVATOR fAK: 1-`9]8)-]}8-5598 A EQUIPMENT ROFU M. ZONING JURISDICTION: cm W such,W A-s ED MA W SOW RCP t REC71W MEP ENGINEER A-6 EOUIPMENT RGDIM DEruLs LATITUDE: N 47 31' 16.7' A-7 DMXLS s C51 ENGINEERING.LLC 5-1 STRUCNR.LL PUN$ N 999 RROwWAr LONGnDE: w 7a v'a.r OlI 206S-2s-z /MENM slRucruau sFcnONs % TANGLE 01908 S-3 IMENW.61NUCNRK RELlg16 TEL.I O71) zn-4606 PARCEL ID: zs-ozm FAY:1 (791) v3-4846 s-4 INTEWu s7RvmvMy DETu1s PROPERTY OWNER: PARK i0WER5 MA7 PETER .LL.C. 5-5 IMENNk GENERMUMSrRW URpL D AILS YN^ TRY MAP • Bf.MG N7E 100 WASNNG1011 ST STE EI 5-1 GENEMTOR MRUKTEJRI1 OETRML rnONS n DIRECTIONS TO=NP .'.0M 01970 4-1 MECNWIGL PWT.NOTES A DEMNS t o FROM WESTFDPOR ROUGH:DET FMNERG MUXT/ E-I CLECTRICK OEMILS WES.uGN BUSINESS E-2 UIILNY t CROUNOR PWI PORK 70WARD RESURCH OR ' URN LEFT ONTO RFSEORCH ON E-3 CRWNDING DELVl9 TAXMV-9, MP RIGHT FOR -9 E/TURNPIKE RD E-4 ONS"DOW GROUNQING t LEWD '3 ^g10lEL P, E NAM:RIGHT MR I-90 FAST TWIST BOSTON P-1 PWM&NG CJS PUNS Ar E%rt EKE RAMP MGM FOR I-95 NORTH TGNANDA//j AS WALTUM/MRSMOUTH NM P-2 PLVMGING OEiuIS KEEP LER ONTO M-I18 N ` P- F4200 PIANS (/ AT EXIT 23 WE RAMP RIGHT FOR W-114 EAST AL/�� TOWARD IS,1. c M.FIGHT ONTO M-114/ANDOVER ST Fy2`STE1 NM1U' RGR RONT ONTO LMNT Sr TURN LEFT WTO WIN 51/ U PROOY s0 W TURN LEFTTO RT 107/THEME ST SW RIGM.AND MEN GEAR RIGHT ONTO WPSHINGION SI YLE4 3 W ARRIVE AT 217 ESSEX ST,SALEM.W 0197 217 ESSEM STREET SALEM,w D1970 DIG SAFE 3.WORKING DAYS liwl OPP BEFORE YOU DIG T, I Pau TOLL FREE 888—DIG—SAFE UNDERGROUND SERXECE ALERT Z O U � 3 e IEDNA$wNC,Cx S,STE 91 4 S,,Ex,w ON BID 2CxNO:CERy.UDNW .-&5 URIEK PARCEL MEA ACRES Q y}9� OR 1� 111MWWJJI �y 1 ©©d` y P IF I SOURCE: an of sofa,w,sstssa+cls wPs SRE SPEgFlC NOTES g°1$ n�I „ v it 'DAM R.STE wRVEY X45 NOT BEEN CON OMTED BY HUDSON DESIGN GROIN. 8 9 uc,OR Txls PRNER.KL SET...SXowx ox TUS PW AK .UO �IbC TO Ex RPoY RP a PROPOSED AMExWS TO MWERIr uNEs AA 6 9 j5-0351 -°,velli y NBE E.V.F,QNSUDNS W/RR EMlNEER. wa I z LEN- I ],PROPERTY KIV E)O WORwrgx 5 COLORED ERCP ASSESSORS PW1 J A O RECORD OCED THE MD IS A E 9C OOKERY S M WwJG ]1 BFENEEDX D6TYNEC M MC NU A OF A.EIELD BWNDWY$YRVEYWV Q 'y .-ON, � \ 5CL45E lUD SO IR.'NLL%WHMRV SUNNEV wT XMEPEREORNED. LEGEND E. wM Ry, PROPERLY UK-51162CT PARCEL - F ' \ .-ONE 5c0'ENSUES UW \ J °]• — PRDPERT uxf -MUTTERS. 20NMG BWWYRY.YNE PRJvpSED NNIp,NM RD 4,7,Cl g1RCOf(,OLK CE 6) o ° zoNnxa WoRManoN sally; JUREEDICTON CITY OF SKEM.W ZGWL 05TW TETI R5(CENTAL DF,EL NDNTI 3N]ESSEWS S,XEET Y E.�.. LCNENTS: RE RED IE,) PROPS(R) YLEY. 019)0 ErD¢X: x/A utWK x/A 3O �f;--� ,6•Cx: x/, ]JIK N O. 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SUFY 5 w )1]E55EY STREET y1EY.LY 019]0 EQUIPMENT ROOM EQUIPMENT ROOM DEMO PLAN /1 PLAN 9 scxE z-1 sclE. 1/z"-r._o. ®� A-4 �uy�T a a m Imh; my nym bm o Zi mO Nl\ X aw Wm 5 f i 0a � a O O ,v 1E E E .. b=m F a 0 0 3 S O O O 000 OO O O O O O O I' FOR CONSTRUCTION 'w EQUIPMENT ROOM RCP&SECTION °'�""Ep'°"' Hudson©O n � � �pn �/ ss e � � o , s, Z O a f" U OWN 0 gg8 LL C t 3a ©Ow= 0 39 5/8' E®ENLIAS$PON ON 6 S E1PSW 9Md]ON IM - p EMONG C roc.ON $ ER51vC[ENCt2tE CEi1ME 3 tl waif fIRplGh P. Ox(x1!/e- .f/��: ^ rE i1N ~PUSS ]xEL ON 5 a H wM On ON EUStME SNDS (�Mx%I4E.WO K.N/5 KOUREO) f/' I3)S/e N3 5" GYB dl E 0 RMx xOOL B.Vi ixwuMx ON // / 2-1/2 CGE a u C-N S] \ / (z)!/e-nK M)EO 4v9 / e zf o c.ON Y E�PSOY s 0 E�E. .Nm ESE E R00 1 VMR PeNEL ON EY51ME^/ll F / ////(/ CONSIRVCIYy1 Y61 SCt ROOK /f INfxprt WLLOYPR0195wi All] H i�1 - �j/ ��/ S1RUC]VR/L M2Gxn.xEYb.E YSj 1 11/ /,/� EHRS YYl 6 Mi lMO BF,6RPfi. s_ - ^nniEL P. Ice_ EQUIPMENT ROOM EQUIPMENT ROOM _ YY„°'7,° WALL DETAIL WALL DETAIL �lFgk`rsYc �� 6LALE. 6"=i' $1)ESS StPEEt SLLCY. 019]0 A-6 Z iNX[w -1/2:n ONE 2'•(OR SMALLER)SCHEDULE F ayp r yp O y wCH XE55 OiRYIx B N 11 uINENA.W00L •0 PJL PE i0 BF CExIEREO a pR wuvx welly W rys�XPA4)1�) U &rl SUUigN FRYLY PN L 0 WIMIN RNa,OP SKRY. NDY. nW lYlw AN. MA IMI Mlb rn lw - } OPENING AS A FERRARI KA, µI.YALE OF 5/I6'IS PKNwG wiERYL r0 BE RECESSED REWIRE(p MMW ME TREETOP M1WR J-]/. -�/} U• t-IA UWD -a ARCM IOP SURFACE Or FLOOR OR FROM MTIM IPE 5X41 BE RIGIOLv BOTH SURFACES Or WALL AS REOIARED SUMARTED W BOM SIDES OF N6A a-a/• a ]A a/ 1-11 t A THE HOURLY A RATING OF THE IWESTOP OR TO ACCOMMODATE ME DECLINEO WALL/FLWR A55[YOLY SYSTEM 5 CWN l0 THE HOURLY ARE METAL F E B THICKNESS OF ALL MAIERVL. M1PUM ]]/. b �]/e J/• t MTwC OF THE WALL M1SSEUBLv w WMn STUN II I$INSTALLED Z Ht •Vl V] >A I-A a Hry ] ]/. IIGOLrM ttxFTRAUR 0.t'• @ 1 `1N; Rp L 1005 ry wa O YA VC w E CONOVr OR W EWA' AROUND SLEEKS '% a-HA • aA _ a H/a p 10 BE CENTERED MON' ME FRESIOP V MIEN. RONµFUDR SPKTM OF WTWFgiCEO lWUxl SEALANT //. ./ I-' H H/a 31 ]-IA a-H/a ]/. S/16 rt x5 REWRED HMW E uIH 2�no ixlLFxµS IML VAS IERL^L KS70P SYSTEM. PPC,CONDUIT OF O L APPUEO WITHIN N S."US THE WKF[IE R WL 6 H/3 a ]A V. ]Hry BOTH IDES N ME FLOOR CM PAULMAY TO WE INKII SUPPORTED W y SUP SURFACE OF FLOUR ORL WItX BOTH WUUSSIFIED vu •Va r/a aA ]Hry t H/a ASSEMBLv. ]. SURFACES OF WALLDUMONT [9 /., .., e a Hry u W � (L Sa[rtY XYI@fa L-u-Mt - , / F 5/e MO n,THICKNESS OF ALL A. SPCCSELL SER[S S55 SGUM yTryG-2 W. x2h- j AFP„fD MM ULUS FLUSH WITH OR SPECSEK LC SUlµl CORN TMOLC 1 H/2-ANGER / / CONCRETE ILWR OR WALL ASSEMBLY DON' OF ILO ONK DYERS p E OUNNEIER OF THE MINIMUM 3-3/4'n.THICKNESS ALL TERVE O BE STALI£D SUCH OF "A NC �FFI4IMTAX) cOxWrt CORE OR LLs i0 ///' BOOR/YMMNA 8-1/2 F,WALL TAW A uF / ' IwL CROWN 5 s/e' O BE$EYED wM �...r/�% A�PYEO AROUND ME PENETRATING EM G`RW [IETAL w WNCIEIE OR IMSGfiY EUSIOYwO sUUNr rypf OR TYPr«. O HARPING. - BEYOND THE .0 PARE Aff3CR pENEIRATpN VY 1xILµESZ OF SEAUNT AS STEEL SLEEK pERIPxERY Ci THE OPENING 4 NprK xG MUSHAL NM I :n.1HILµE55 OF PARTITION SPECIFIED IN THE TABLE AWARE. Ippllp1y11 LL EDITOR MINAE Wy-3103 MF 1 FI�NUSS INSUUTON 51WL CFr '� MPUEO WITHIN THE OPENING.A. SPECIFIED TFFH IDEREe Iur. A MI%-I w 2 NL C S NEI PED A 0 IM[ TH Txf W SURFACE OF ME FLOOR SPELSFAL SERIES SSS SEALANT. THRASH-PENETRAN µ0 SECURED OR BOM SURFACES OF THE WAIL SPUSA UI SL 1 5j }WETHER BY uUHS OF u0.24 AND STEEL p TIE WIRE. 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RIMS IN A SHAFT,SHALL BE TAPE CUR.ROOM REMEIMROME REWIRM4 DYERS OF 5/0'MACK CONOUT A IDR SYNLOG ELECTRICAL FWE LIAR SHAL CONTAIN MY CABLES SUITABLE EW MEN OR PLENUM AD DONAL ALL MATERIAL TO OE INSTALLED SUCHGYPSVu WALLBOMOYEIIWL IYPoNG(EDF) USE.USAED RSH COMMUNCVONS RALEWAKµD LISTEDPLENUMA MIN 1/A:n,CROWN IS FOR`EEDµMOUND THE OR6-R RILIO STELL CGNWa. COYYVNIGTON$RK[WK SWLL BF fRYI1TE0 i0BCIMSrKLED MMIN 5/TNC HICK W E EOµ5EM0WOCO OR V£1M S1Y05 _ YABLENI TIER NNS Ix A SINfA AMY RCOR i0 ELWR.DNLY TVPB MMM 5/0:n.LUS ONC55 CF ALL wiERW APPLIE . - CUP C $HALL BB PLRYRT M MBB INB II380 IN TNQL INUES ONLYWIINIX XXIILUS OX BOTH SURFMNSOFWALLW SYSId M MBER:0.1 R PINES 10 ryp CAB1.®BX.UL BB PBRYITT®TO B6 INR.V.IEO IF PIJMUYO.ADDITIgUL ALL HAITI 10 OF STALLED SYLHR-L-IeN USE FULL WNWIi RUNS r IME-3 MR.(!p P06 GR[IRR IIYY•') ENSUES IX 3/0 In.CROWN IS FORMED AROUND AHE . LNROVGN PENETflhiIONS A LIDO-3 IB.IFN NIPS MSS IMAM A') METAL..A BE EM:ASLO N 0.10R6EPAYBOAL RKYY PTSL�L IWE..DAF WYYUED IN A RCPROOI 5wilSPENETRATING ItEYµDVRPI'S1BEVOHp M PERIPHERY N MC OPENING WEALD COtLIFIPBEIRATRITt IMVIxc THE STORS AI EACH FLWR. i C F4E AID I%,WpUR FBETIWIKW CETAL HCONCPEIE tli YA50I11C 'SPECSW SERIES SSSLSGUHI, CETAL 100YPBUM WALLIBOUEID SPELSELL LCI SEAANt OR US SPECSFAL RUM'. PENETRATION DETAILS v.T S �1 _ 95=1 OR CO 6P HOLLOW SLEEPER KM LWY CUPPING PURPOSE$ UNISTRUT P1000 ATTACH WITH APPROPRIATE ANCHORS: S 1. MASONRY - 3/8- HY20 HILTI ANDREW dqF IOP 0. VE ANCHORS / CABLE Wv Kx µF TJ1Wu3fD STEEL /- / 2. W000 - 3/B-LAG BOLTS RT-CNB .Z.P LAONBUI/PVCµp / U 5IRV L(PuxlEp j% J. OFYWALL - PftONDf WOOD pLOF iW CGIER CLP I/ IMEWS INWWGEF(F // COLOR OE - / BLOCKING 3 USE WOOD LAG BOLTS `/yt C%IETGB AWTFD SUflflOVHWNGS) j/ LOVA C—R ANIFL P_ COLOR OF ///_/ FILL SLEEPER W/ y`I.. EXTERIOR �� ///�':i/. '/ /� CONCRETE EKM 13' Ca 51 HL WALL ANCHORED WE SHEET METAL j .ODEA CEILING/MALL S1VD SCREMS(2 PER Ux5lHUL) EKTIW[OHC. (2)1('E.I CEILIHG/WNL 11 Irv20µ[MRS qt j MAO 8 W $NEPER f-\== EWAL FOR B NN$OF LOAF T SSEE.s w GALVANIZED STEEL 11E GLLv PI WO j / COAX 3/BYn'OG4Y$li Xa IAAF SVGA.W 01970 CONDUIT AND 0 OFUUt!(PU FTEO j MOUNTED TO UNISTRUT _ SM/9„[GALV FLAT .I.HARDER COLOR NOIHGS (PUNTED COLOR OE ) WALL/CEILING/FLOOR SURRWNgNLS) CONDUIT RUN DETAIL CABLE RUN DETAIL. �i1 SAKE N I.TRAY DETAIL IIALIA .7 CO D - CA MTs. - ry N ` CODE INSPECTION CHECI615i ZO y BEFORE CONSTRUCTION OURIN3C0131RYCTJN iRNRCp 1N Ny OFFER RFOdREYENTS ME PER STATE 01#OINL LODE LAID APENEABLE`UPR LEYENIS..1 1-M,Eu/T.-222-G SiRCiVW 1 ALLNOTES CONNECTIONS 10 BE SMP WELDED 6 FIELD BOL1F0 USdG ~ V SMNOVtOs D.G STEEL ANTENNA TOWERS PMD ANTENNA SYPPORTxL STRUCTURES }iS/4-0L25-11•] BOLTS.VNIF55 OTHERWISE IpTFk . N WH O. m10d mIv av = 3• W . ®1 ..m N®®1 d® - `. CONTRACTOR SHALL WERIFv ALL OIYENy015 LAID CIWOMONG IN 2_FRP&STEEL SHOP GRUWd4 EHOI RENEW 6 AFF. RECURRED REYUIxEO RLONRED v -$� THE FILO PRIOR TO FABRICATION AND ERECTION OF.WV MATERIAL REOVWDI BEFORE ORDERING MATERIAL ® F 1I22 FFFF SWL COR IONS SHAL BE REPORTED i0 THE ArtENTON OF REQUIRED w y•dj THE COMIRUCTION WINGER AHO ENGINEER OF RECORD. 33 KRIFICATOM OF EISTWG FACE CON METIGN IS REWIRED py 10.E TO ME INSTAWTION OF THE FLAY MIFORM ENGINEER OF W Z H ]. DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SHALL RECORD 5 TO APPRWE EXISTING CONOTIO S IN ORDER 10 MGh CO MEM TO THE AMERICAN INSTITUTE OF STEEL G(WEINUCI10N FORWARD REQUIRED ANAREQNREO vMANAO "SPECIFICATION MR THE DEVON.FABMWTION AND[RECITE..1 V sigVL1VRAL STEEL FOR BNLGINGS'. ♦ CENTERLINE M PROPOSED STEEL PLATFORM SVPq^Ml COWNHS v m RCUIRED !O BE CENTRALLY LCG20 PSR E EXIST.BWLONG COLLIND � q sTRLLTURAL STEEL SMALL TUNICA.TO ASTM A092(FY'SO YAR), REQUIRED MO p MISCELLANEOUS STEEL$HALL CONFORM TO A51M A36 UNLESS OMERMSL INDKAIED. v LL y 5, STEEL PIPE SHALL CONFORM 10 ASTM A5G1"COLD-FORMED S WELDED&SEAMLESS CARBON STEEL STRUCTURAL TI GRACE B. OR ASIX A53 PIPE STEEL BLACK AMI MT-DIPPED ZINC-CMIEO WELDED AND SEAMLESS TYPE E OR G.GRADE B.PIPE SIZES INDICATED ARE NOMINAL.ACTUAL OUTSIDE DIAMETER IS LARGER, 6. STRUCTURAL CCNN[CTgX BOLES SHALL BE HIGH STRENGTH BOLTS (KING`TYPE)AND LM1.FORM i0. AJ25 TYPE-z HWX STRENGTH WLls OR SMUCTVRAL MINTS.INCLUDING SNTASLE NUTS PALO PLAIN © L UNROOFED wA5HER5 ALL DOLES SHALL BE]/A Od WN, ppB? N4 STEEL LATERALS 123'SNALL BE(LLT-DIP AFTER ED)CONCpx IN !R' O F ON RO ACCORDANCE STN'ASM DUCT SINE(XOR-DIP WISE NOTED CWTxGS O! _ ON IRpx rtv0 STEEL PROOUCiS',UNLESS OTHERWISE HOTEO. 1-2 MASONRY AMYL 5 0. All BOAR,ANCHORS AMO MWEWNEWS HARPFARE SHALL BE �f #yP VLVAH12L0 IN ALLdTDAHCE WIM ASiu AISJ'PN[-Lb.E IHOi-dP) - /4 IRON' MUST ON IRON'AND STEEL HARDWARE',UNLESS OLNERMSE NOTED. Sqj $333a 9. FILO WELLS.GRILL HOLES.W SRW LUIS AND ALL OWAGED HEMNZED I ECHACLS O WL BE REPAIRED S O AN ASM A750 ZINC ' 2 FEPNR PNHi COMRLPAN WARM REONRE 655 OF ASTM A]S0. y 5 6 EXSTxC SLRUCTIRE BELOW ZIRP BY WG REPNR PANT SHALL CAVE IG PERCENT M B BY INDENT. NOR EGG BY OVNLW WF APPLIED WLIA IZING PREMIUM BY CROWN E t) "" EXISTING WINDOW OPINING SS CGWL,THICKNESS OF APPLIED GYVAHRIHG PREMIUM Puxi SNYL BE __ (TMP _______ ------ NOT NOT LESS TUN A COATS(HI TIME i0 DRY BETWEEN LOOTS) •Q A 5]A$ LIWBLEWIING MICNNE55 RECTUREO BI ASTM A123 OR AO• pgCPoSEp SYW LOTFR&FOR i Ho 10. URANGE AND DUALLY COMPLY WHE MM AMS LODE MR S"EDVT.Ss. RIO. WIN a R wauRApE AND ouwT.of WELDS.AND FOR xdnoos usm d �ti0 CBBREEDNG WELDING.ALL WEEDERS AND WELDING PROCESSES SHALL BE OUAIfIED W ACCOROWCE WITX AW$TPEANDARD OWLFEADOH _ MAMAS/16'BNLOWL oiW NIPY! _ _______ __ _1/0t P PROCEDURES'.ALL WELVMO SXAL DE CAME USING ELECTRODES BRILE(TN.Cf 2) SIZE ANE..TSHULLSHO N.PREPUCE 10 NSC AHO OIL ERE FILLET WELD 0 \ NZ]AM/ SIZES ARE IZOT SHOWN.MPIDE T E MINIMUM SIZE PER TABLE J2A d IF S = iXF AKL'NW WL OF STEEL COXSIRUCTpN'.9TH COITION Y N-$IPoW NG) ^ F D. I OG.)OF G LONE)PIPE MA. 11. INCORRECTLY FABRICATED,OUAGEO OR OIxENVSE u5FI1TxL OR • (M.W J) •O E_ x FE ROLIE 6 NON CONFORMING WIEPoNS IOP CONDTIdS SHALL BE REPORTED i0 Z.x- '.�/' - \i C THE CONSTRUCTION MANAGER UN TO REMEDIAL OR GORRECIM1E SRgW R-]/B' s�0 A'O. MANIA AS5FICU E0 ` ACTION IONPAL SUCH ACTION SIMLL REONRE CONSTRUCTION MANAGER off)(IN'1 M0)PRE •A MAI/M �' 2 UNEMIJT MAI BE FORMED STEEL CHANNEL SMUT FRAYING AS1/3A]-1/2X3/0' � F WHVFKNAEO BY YMSiFUI GOER. Y OR fOU.U.STRUT X01BZ.BAKE(EYP. __ MEWBEFS SHALL BE 1 5/8TlI 5/B'Al2W UNLESS OMERw SE NOTED. OF M) W AUG SHALL BE NOT OP WLVANZED AFTER FABRICATION. I w8 B N _ 3. EPOIY ANCHOR ASSEMBLY RICALL CONSIST OF STANLESS STEEL R IOAI&AI/I J r ANCHOR AGO WITH NUTS B WASHERS.AN IERNALY THREADED (TVP.C(TSI PROPOSED X55 & INSERT,A SCREEN LUBE AND A EMPT AMESNE.THE ANUHGNNG SYSTEM SHALE SE ME XILT-XR W-20 AND OR w-ISO SYSTEMS(AS e- SPECRIT.IN GOOD.)OR ENGINEERS WPROIEO EOV4. 2 IA. ExPAUSOx BOLS�HA:CONFORM i0 FEDERAL SPECIiTWnON _ h FE-s-]25.CROUP II, E CLASS I,HLLn BGLT IU OR _ (`Pb11EL P APPROVED EOUAL INSTALLATION WUL BE IN ACCORDANCE WIN THE - -L 11 AT, LASS. - nb'i EI. MANUFACTURER'S RECOMMENDATIONS. !1 115 LUMBER SNNL COMPLY WITH ME REQUIREMENTS OF THE ST£f1MATp1S Al ENCAN WEI OF TIMBER CONSTRUCTOR PHO ME NATIONAL, BETA&GAMMA ANTENNA GENERATOR t��"' FOREST PRODUCTS ASSOUN 'S WnOWL DESIGN SPECIIGION FOR woo0 CoxzMl<nDN. AL LuueER sH.LL Bf PRESSURE TREATED AND STRUCTURAL PLAN �11 STRUCTURALPLAN SHALL BE SMCTUCLL GRADE N0.2 OR BETTER, SGLE:J/0' 1'-0' S-I SCALE}/8 1'-0 5-1 16, WHERE ROLE PENETRATIONS ARE REOUIRED,MTM CONTRACTOR SHALL CONTACT AND CWRGWTE RELATED WORN wI f BUILDING CR'd✓_c_ur LRA>Rp c1 L Q SAIF.:W WREET [AFORMED INER AND NS SUCH AM LAWYER AS ROLF IALLER WORK SHAUL BEM NOT NMO ME Ez5TNG RTF R SALE.,W 01910 WARRANTY, ROOF SHAUL 9E WATERTIGHT. 17. ALL FIBERGLASS MEMBERS USED ARE AS WNMACTUREO BY sTRORLCAELL COMPANY OF BREITOL.VA 24203.ALL MED.CRITERION FOR MESE MEMBERS 5 RASED ON INFORMATION REDWOOD W THE DESIGN ANNWL,ALL REONRELSrv15 PUBLISHED IN SAID WNWL Y)5! BE STRICTLY ADHERED A.J 10, J 1 IB, NO WTLRMLS TO BE ORDERED AND NO WORK TO BE LONPLETEO UNTIL SHOP DRAWINGS WANE BEEN RMEWED AND AWROUED IN AIIM. Ig. SUBCONTRACTOR SHALL FIREPROOF ALL STEM i0 PRE-EASING CONORIOWS, O w U � 2 :s S/a' Mn HIT-W 9 ...-E.Ewcw) i!11 Z A9PoSE PD 31e. 1 O � W Peavoseo r/z•. R g U-ear lm.). If. IL qg \ = LL 8 ill: marosEo Jp'u lugs-u ear(rrP.) (pW WxG)N1rEM1.YOIINIpr OP Or EM 51 NL PEMHDUSE _TiEV.-6a'or�AG�--O C veovosco(z) V - Lo d .z Lout ., wmPosm r sm(1o/eCED.) y \� (�M'LCIIL)Y11E1Y1.r 11WNi4e ) ALPHA ANTENNA PLAN SCALE. 1-1/7 I 5� s 6'eE1IBEWFCWE d e' Nf) PRDPoSED UWl"P-I. 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COIIR0.PANEL: -CWSTAP IFAD_LAO CONTROL LMT THERYMTAK SHALL K LOCATED CNE FLET(5'-01 ALOE THE PWSNm FLOOR CONDENSATION PAN: BEST BUY NEADWO AMO MR GWDITpIING OR AT THE 9WF HEIGHT OF.WY ALWCENT EIECTMCAL SWITCHES. Zfi126'COND IOAM1 PAN.CCCE/GLN126R19. GENERATOR SPECIFICATIONS PANEL NAME: INTERGRATED LOAD CENTER ASSEMBLY ABBREVIATIONS GENERAL NOTES Z z a x...,FMTOO IF. N=]ax AFxEx,rm. .ALLlmaE[ K w .d m uw[dd�AR RE d.,[,.SEENT s,..,BE vEC,ac,aEx A.,m A,IF— ; a ELECI N...ITT� „wo:r., ELS S AA 3 IND.FER>a.vx DnD.Fnm v.x m,.m. a L.rtS..BE R..LS�.d m,.F.,.M.1-11 EnCa�c cmc Q 9 o v NEA`AD x.=SF.Sm. - I ITT I CARE I'..111N,DRI VOL.n1a vr[ °O1°'"°"F .a..RFx.LL N.n BE TIE.. N A. CAR CAS..LL m[I,.«..��w�),,.>•.m,. -i,dr EUEKITa.,d xn[m =E Ed.r_rroE RE B ERE EN RACE All _� s,°ri u..ilm.v. m.v.x -..m' CAR aw• w,n,.. d,vr.rvo uxcnd,eottx v�uL e[s[ .v.,r¢u BE RECE CONCENCRIV Z 'aG^ Q 94k FAI aF II.d.FEl.mn).DEC EI,.SA LIS.o- -.,I„a ELIER ACOLANAF xa r .."ARL v.x Am.1"..SACS - IND wm - U BER ALL IND nm n SIDE 1I1m,L.x ua iIm v.x - , pR ) ,Ax nw INE CLARRI[nw[rwi. a-v=I eouicu[x,uu.[art nmsrt[ Q CECIL TOR CAR IND ARLAKEI SELLE ITENTAIII I.IN'FRETAIDER ARES LED COANKIERE mm n urn.,nm.Al- u,d.rl,m.V.x - nrnw IL pFREBE RELL,CED auLe.[%wa[s,.[rort,..w aanaw sxur LL IREC rnu I. Lrn.OIENL L.x DERE.1Pm.v.x ISTRA.a ANDALL IECEI,.mo AICA°[rd ixcr¢s.cr. 211-K u oYON Mmw[. r 11 ILL r-n.n sx.n IE I°—11..[rK I IN BALL,CANCER DI1D1”.A.0 mn[[. 9G91[_®GlED SLINKDIAD.�Ir1t.J/.e 119 B-v[ELEn sN L.Ez .rrCABLE TRIA AN'—'NATER RE ARTUALLECAL 11 .a., x..oF.,m..w.m .aw u I mu L[�E R DATE FIRCAI r,rc.TED,°E[SAD CLA.x wr.x°[.,SE 13 D"M�rtt[,LExC,N F.ICRANM ICAL[m.. "' N.Lwu SASE c.,E.i iN° ALL wF.cws wu BE NATEREFILLY CLIENTS L `EALL ¢ .•x [1rFnnro[I R[o mAss[[x sL EwwEx , 1-1 KK TONACERE mEx omI is a CENTERS a nx/s) C xD SOLID xu wry SAFE xr LED Fd[IE�A 11 � • CLANS RCE ,I SIONS RICO ll CENEAR xn IF rE ED EF.xro DINE, �K �E� R coxF.[rs.�uaro. nSINCE,aA —1.ACE 5€ 12 ANCER E q�12FtlL a S CAN ALI LEFT 11 DETECTED RED ATEREARRE 1.TI c cwuns BEER ss ss[x.F C = cwa.Lrs..0 drw s COLNEAt ED REARS uruElnumr » G L a 12 CRANCIA SAINT A IF Ey B.S.E.- x mxuns Duro s oi:"I'LA=I. > saw Am .xo m. EACH IX READ DEFFICATS ENRON w.mm.sa Sort iw rz EAREAS umn.I r G Y R FOCI DO A Ds,o sc Q ALFF" "FARS AS,E.,LEALEAR ,Fr[. IA",a`;L�--QE' F°c.rt.�xr.A.F:rr[N�,.°-.Y5; G C CLADED IIS ,r uT cmo-.FC.arc w a Ax.[w[a.roT. SEF TIC 1. AFEEIT`O u�) a FEurtd�.CLo.F C.,F[x XL PICi:w� mlw.Dln . 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CL ALARM TERMINAL CABINET 'TC WIRING DETAIL °x'°°c RISER DIAGRAM -NAF 11 ARAE SCeLE NR E-F S£NSUAG M M"A"ID O % P OR V wu-1 i w -'� m 11-CRRIL V!A[R ys PROPOSED FINE EvtwGLzaR i Z _� PI-32 -, i U §: ry O 8 LL F W ELECTRICAL OTTET 111'1fTll PRCPoSm HEAT DETECTORELECTRICAL NOTES O L. EMTTEW Ur LCM�N- upE.AU LCTIC ©©'^_ STATERY VWt, MAINTENANCE FREE.AUTOMATIC SL SWD OPL STATE CHARLSER.UGHTA FEST SCATI AND 2215TH SCALED BGY PROPOSED SMONf DETECTOR = •w- LAMPS-ISMNMMS Gl/2M2 L25 OR COWL C 8 -- UNITLIGH SHILL BE LAMED i0 UMMICXFD X01 LEL OF • ITeI F ....... • LIGIIWL CIRCM. bP SIO PL-S.f (,OR ie.) : C2➢O GNr LEO ULN[w0. 2. GEMRAL CO URµ'rOR 6 RESPODS-1 HOR • CA, �U�� CONSTRUCTING THE ENTIRE SHELTER AND WALL SUPPLY CWP:4E0 ALL ITEMS.INCLUDING OWERS,w2MOR CAJOLE TRAY. S Q PI-31 MWM:PExpW! SHONE.HEAT h MDRY:EN DETECTORS. D wICPoSED IM W. RIC I ' (THA) _ cox PLY B.9JRBOMD ""--""--"1 GROUNDING NOTES (PMNrzO BULN) - _ --- L. ALL GROUNDUNLESS WARE$HALL BE BM[COFFER/3 AND ALL OINERMEE SHALL 2. ALL GROIMD LAMS SHALL D RUN A AGUM.B, pyN,W/Wp PAIN r0 GROUND Wlrx GPMW1 BEx05 AS RECURRED GROIMD MKSSxPLL NOR BE LOOPED F OR SHARPLY BE." ;y .' 3. ELECTRICAL COMPACTOR S L CDCOMMATE STALUIKN OF GI1dRLD m05 NN GROUMO R. M 4 WITH FOUNDATION AND uNOERGRORMD COMMIT. a • B ' . EACH OWFMENT CABINET SAL BE S CONNECTED 10 THE MASTER KXAUN GROUND BAN s .� (MIGB)RUTH/1 AWG IHSNALCO STRWGED WINCH RL WIRE.EgnPYCNr G&NER$w.LL EACH IDK 12) V• LOHMCU. S 5, PRp9pE DEDICATED/2 AND COPPER GROUND PORE C TROY EKx AMEN"WUMNSL G PIPE r0 AOLNTED j CILBE(TYPICAL FOR FOVR MOUNTING PIPES PER SECIMI. 6. ANTENNA GROUND NITS S" NII LL BE NISLQO ¢ EQ AND INSTALLED W ELECTRICAL CONTRACTOR. U' ). LODA9wATE NEN LICENSEE GROUND 5 M RUM 6MG S'TE GROUND d p f Rt- SYSTEM.. PL-J e e i B. EACH SECTION OF CABLE TIDY,ICE RHODE AND CE SHIELD Aa 0Y m GROUND ROIL SSE BE CONNECTED IN A FASxKN TO PHONICS A C coxrluWu5 GRWNO. –J B. AT ALL IORWHATONS AT EQUIPMENT ENCLOSURES,PANELS e- AND FRAMES OF EWPMEM,AND WN[ EFFVSm Fqi a- ON..,OCHOUClOR rzRM..=BE PEMORMED WILL PRO X1LE BI TONGUE COMPRESSION ME MIIX B. ALL CLAMPS AND TS USED TO ORT ' 11.ANRG LL GNUHO GRRECTNCLA s"LL RE cal[o i� e: LO CCFP[P NS OR PPOCORR.. ALCD FORR.A TR51MLL 5 2222.l B K EISM suaPOWR1s�MWiIICiI)'WouWio NOT inu:�La av_ CCPR SxCLO. VERIFY PRODUCT RUM TU ENH E PPOJECT t� u PI-10/11 v1511xG )$�l WA1ER•wiH 12. CONNECTIONS SHALL BE STATHE55 51EEOU CRWHpwG L3. INSTALL—D BUSHINGS ON AD,uELULC DO AND BOND TO THE EONPAMI GROUND&I$w TIE SAAEM S w PAHELICTI 211 ESSENSTREET .. GROUND MUM"BASES mAL1E5,CABLE RACRS AW SALEM.W O1970 LEGEND CAURUCloRALs AND CGN.ECT iTIxsuuATED�SURFACE MWMm ANOUNDRERs. PEOFICURI pfFOR sxVl ExOTNERMIC TYPE CONNECTION FOLLOW MANUFACTURERS SPECIFICA.1tlM FOR CXpUNTI ..TU E02 UTILITY AND • COMPRESSION nGE CONNECTION 1s. GROUND COYNL SHIELD Al BOTH ENDS USING GROUNDING PLAN /1 " rR�x '' --- I "Nwrt*MRER's WDEM1as. 4NIE55 OTXERWSE NOTED RURE 16. RENFORCEM[M w EWIPNCNl.10 BE WELMO AHC f-2 REINFORCEMENT TO BE BONDER 10 LRWNDINL MNG. Ek RELEFTAL�LTJLE2EOVIFPEp MTMWNE INTEGRAANNL GINOI1NpGLPUO 12. CCACItETE ENCASED ELECTRODES GREATER T"N"BE LE ECEi INTERRUPTER, MUST MFA t 1/2.OR GREATER REINFORLIN0 STEEL MUST m SURGED TO THE GROLW WC RING PER NEC 250.S0. O h r m U ` � 3 a .g mom ANTENNA s.B ��' N TX/RF O aia p AWG TRW ANDORRA CABLE JUMPER RE IRED OxIY LARGE UNNEPS.LL 5 C U E OUxD AR EH 1 µD �NEA.TNENRROGEIND • m at I.E.( K.LL) (MICR) O g StANDARD CWME GROUND flµ GROUND NICiA(BLttv.) 0 ]/16' $' pµWALL IErvORR (SEE on 11 e y INTER" CABLECABLETRAY(TYR �'/ C.cROL.D An LEGEND O - a STEEL GROUND iNNAAME SVVPoRr µRIuIBHIED 1tw51YIW lOwlgl I t0 MATCH EWH AS R WW Cd.."G INTERS ©O 5s Lf MHA(sEABEIKC�NLDB°p�Z) x- INSINUATORS,...asmUYEN1 O 1Wo HOLE l L,i0 BE I)AWG BLW (0 ERS INREwEOHO J CAT,J..J081-A OR ED. USED WRM A/O DR/1 AWG BCN GBLE iMNUY TORCOGB[%YIBB 5/0'LCGNWABMCRB OR EpIML �6y BSB TO BLDG O RB QHG — Wµy MOUNTNL BRALNCI..'I.MTRUYEE GO. �p ggqF NOTES AS SNJWN. I61ffS IT E.A-11056 ON ED. 1 LI CONTRACTOR r0 TRE NCPR-SMELO . µNOT INSTALL CABLE GROUND AIT AT A BEND 5- 5/0-11 M NCSEKA.M (THOMAS k BETTS)ON ALL LUL CONNECTIONS, D KWAG DIRECT GBCJND NIKE DOMAN TO CURT, z BDSB b 1. ALL GROUND BUTS SMALL BE WLVµISED WITH ). ALL GROUND BWS SMALL BE GALVANIZED WITH NARpwARE. .-MEET..RE. 1. ALL B0.1G....WASHERS A10 LOCK NASNCRS L' SNLLL BE 18-8 STAKILESS STEEL. S GROUNDING-STANDARD GROUNDING-STANDARD B. ALL GROUND BNrs SMALL BE GALVANIZED WRM DETAIL INSTALLATION OF DETAILCONNECTION OF ANT-TER HAREMPRE. GROUNDWIRE TO GROUND WIRES TO GROUNDING-STANDARD a a< GROUND BAR GROUNDING BAR(CIGBE) DETAIL GROUND BAR SCnLE:N i 5. E-3 YALE'.N i.5 C-1 SULE'.x i,s. E-5 Ln 'a 0 p a B oaar UED SINUATED fO roED CONDUCTOR z RUMORS MA RANT AND APPLY AND ATm-ORDNrt 1KlE COMPRESSION I vV/Y�;eB//eH/(/Npp8G0°- N4 IIIIENJALL J!1_J 1d -P "'STEa�., . a�LE5 RSE 4Y yELY 5 ESSEX GALEN.MA SET GROUNDING-DOOR suLI 1'-'-G' E-J E-3 o % v � a 2 i y `il Z s � O ITR /6rnEw1X51nRO SE0xDED CABLE TRAY PARTS — BOM 3 x0EE CWD Im at $K E COYPRESSNI 9VO*R.Pg115) DESCRIMION O .Y Ess. LVLS ppp /6 WSV41[D 14 UL yT fAQx$1RM1Q0 CM SII00133Y 1$ YIQ GBIE R.Y.% YM1y CMUILl11R Q /fi IX5VUQ0 C.CNIRIL SIM.IODIBSI IB RIQ GBIE RIIX SI ..no GREEN GI3fl1 SIRY30ED CEx SIAL x812 W=G WIXW S1RN3CED COW11ClOR 1NL0 LRWND 5/8•SPRING W- IYYHr/M B MWCLNIRIL SIAL$CWR C PI➢IVS� CEMINN STEEL CC12 I$CORIiR 41G "^ CCICf55px C-CROP CU STEEL.1 15 S/a-It x .1 GR CCNiML S1QL LNISB%-$PMNG L0.%W511ER -� CENIML SIM M115S%,Mr O II/$xFA � Cfx1W1 SIEFL CExiRxL SIM 1M14fi --II W. COYP12551GN wl IJ$& Pxi 3-/1fi'MVE co. cpnluL SIM E.,b%5 S w 1ttNNA51cR j qqq SY`3 C.RLE RILx CENIgµSIM.11 13-NIRbDEO RCO = Qu P S%'SMMC TM.$/S-'I SRY CABLE RACK GROUNDING• CABLE RACK GROUNDING- CABLE RACK GROUNDING• MIME SIA U112 12-NmE END nrEE t SPLICE CORNER END YSr13-W_r.L°°SIx11T 8 SCALE Mrs, E-. SCALE NTE, o-. SCALE .11 as 61 CEx1RPl SIM CMl LL SIAL CLrvIRN SIM � CC13 CMNER C."I..EC. CC13 cm.. Co � Glum DOLE CLWP 06.1 1/1 GLV.%WEN Z M112-W-2t' (.Yw.)PITO CEIIMG JOISr G VMSIRVI LCGIKK 0W OC. O O cMnw.sIEQ 7Ar, XG51EEL K- R N ccxm.L sQ¢G STEELCM12 1 srEQ LOCIlN15MQ1 'ALE ,xe11: 1r wE 1411 Mo nQ - MILL slfQ 6 xE[IM PNICL P �5 CCxIwL x w a11rw1 sROD w xEP xur YMFMEo wo (/ 4J, C O CMrR4 STEELa�15a2�' xB1x xWGNG `+rT C" eRltm QINRIL SIM. SALEY S w L111b$PIIWG $17 ES x STREET LIXN/45xCR SkLW.w Ot9M QxTW SEEM.1.1[M HV! CABLE RACK DETAIL•END CABLE RACK DETAIL-CORNER CABLE RACK DETAIL-HANGER r, �. A SC4E:AJS E'. SCALE MTS. [-. SGA,NIS.. E-. 4 Z O INERING KOs r U ,. _ NGS,MALBRE.BALLETS,ETC.sxALLALSO BE � '3 I LE SYS TNHwDRx SHALL INCLUDE BUT NOTN�SSARILYPuunEDID THE Eo,taWwG STALLED E A N eoA SPEEDED 10 MAKEx:'W11NE::,ARMUSLLA LEU BINIBSYSTEM, SHOWN mISCO ,. AxAYE TAGS. - Z RA_THE oiL°Ap:aRKA TO BE DOUG BY OTHER TFADEG: .._�..– —.�\ U AgEXCAa AN I�EE,RIE,.LwIRING � .�B, CUTTING ANN RATCLI DD ' c " 1LL s. GETAINAxDP.v PORABREOUmuD,EET.PERUITs,INSPECTMxGAMDSAGRGLALUES. IY e B sanE srowxe IN NESE rvor SEENDEGTO WINGS SHALL BE TAKEN IN A ALGEmIASENSE AS EAGRAM MT „t ryRµ € DENGULTATMAYBE ENCOUNTERED. "R,i O L LEGAL REQUIREDURECK STATE BOLA MATERAN Iuc BEBNEW BALED miGRRYNE THIS corvrucroR Slue caA ALL B TRIS CONTRACTOR L—INERECT THE STEP AMC SHALL GPEREFEEMBEE RE ExEMT.Eoxmncroxs BGYmxTE HIABADE THATIr GOES NET I�A,CEFERE wrtTmEEvroavo"OLEAR TronwANDDmE rc W ©OBE EH ^g IN B. TxEcourxnc SAL LLGuu EEIIISWERRFORAPERroDOFONEYE RmO EDALEORn LACCEPTNx EIFANY rc 7 E Dei DerecrSINMnrEawl.s oR wGRAwAAsxlPOcclmwlixwrxls PERIOD.TH vsM ` TO .A D ,D. GABPIPINW GEJu[ L BE scxcouLE9DTx sTEFA PIPE wgxmaEnDED LLu,:w , BLla Eanrrl rxcs.AuuRHODE s, u BE ED Uo PATATEEELLAY1— ® 11�°°-��'°°��7 ------- 11 I. GAS SASHALL BE WnE �nGn �ve ' �EORNE ED coxrlUOUSPED sNGEG LEASE GRouxnxcLiNOTES IS FORwslxsiuULUDECLARED BwLsLRucruausuFwTTs,RIGCIxcsaErEB LADDERS TORTANOEmER REMENsPOTuoxoEAL nuGEM � _ U, ,+. FORwMENTESEVED.ANAIND BETALL NAME TAGory CAS PIPING.MUE rAcsMUEE UErnLSTA,APeowlmwwEArrncwAErvTsrnmmG o ®I ® Sx EENIPe ® > m 69 15 DGERNINATE GAS YEF�IGE IN MR.SAO ED. ,B. 1HEMERc[xc GesCREOLE BALI SHALL BE DEFIANTLY<L L GAS vnLVE,suvDLi.Taco MDDELBwo,z. ED PROPOSED/ ® EDGE I.,BE., � I TITS PO,DEBITS I ® DO e PADPDEEOL.DGExEMTDP W ITIBILLENS :EDGASASTORCxASTE ©' pEW,p k7FOA OBLERLEGATGEEDEE gLOF MPPWIDE AR�AU 1\ �fA eYREGE-ENEFOR t-B � BUILGIxGrE BEEF ' \ N 6ExEML01116EE P�]I eOrtER lu RasEUE L TI'S 1Eb,F IRaEA F ® ` M''EDGE?D vBEREARELL WIDE POSED WASALONG WiA11 EP 6b NEW MGMETEP Wm'Ew Vi'G,Be,GCFH10 ESS'..UEFEGA'bI CFH1 — RIBII uWGExp:wVOR vluixoxE aE IS A T OiDMLGAG un G EnegyGn ,e LGwEC BERBncE NATIuL WAS SERVICE M ,CATCHI I"�•�•`4 ISIDGET.GUGMYI GAS RISER DIAGRAM �1 "C°is veEssuGE:r-Ilwc. - GAa l0.sG.J61 CEH suLExrz - PLUMBING OVERALL PLAN sc.Le. ,�L er-o - E,T E55E�SSmEET ' SIIEY, Lt9>D P-1 O Y% Dns �FwA F U UAS BBACRHEwNAN 7 3 s cAP,aEOF EewENNOADD rnue evow Eorik:;uLLISTED.sionr°.isiiw`:o:")eOc�FDwYoi°ou�"En"OiEooL:IN'vC:L""rr"sa�aEsw"EDF UFion S. 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ASILD1—Tus ienL,NwsH.EuFwcTuauEBeULTNG - LL AmFLIGFT BGosTEamEDANIFOLossNLxEPRCPERLvwESswE FORRNTELYB ICEDB.BTENCOwOENTs SIMPLEDI ADECTEM WS MOUNTED CONTROL PUL NCLDEE A NwsawAIaOPROCEBR BASED CONTROL SYSTEM NHH BBE DENUDED TO ADromTDAN.CARRIED THE MAS BOOSTER CNA CALL A �I 21, TO RUN THE ATNT THE CON I NSRE NEY A oNNnioi DAY ALUNTACT CLOBO+E wTERLCC N Dim GEHERATCN ADD E NERcexcv GAS SNUTOFF SNTTCH TO DREADS BLANDISHER RONBU ACT emsiEwNGENLiawENLExcLOAS ppFu�RE DEE REODREo wLCa Eox��o:,FsreLEOscoxuEieas'%'Pm`"LO RMxF HSEu eOPoswncxowCN�cXs' ©OaE NNDACAREDD OMAN INTIRRRUPTwu OFSOLDoNED IN ORDER To ALLOA":HE CENEa..rCR TC SEWN OPERAEADVER TION T an RE A CBARON a $ O� COORDINATION EYsw vo ¢ I TORSI xiWECRmPmHEEA RESETER SYETAMI SHATE BEC PLETEEYTESTED ATTHRODEGAAPRoaswLDNLTCTAPPLOB SREPTiN AvmaTENCERTI.1 CNAI So R3 THE RER saNL PNv EN AU RECUREO FIELD BERND.ANNAANCE wNULw " STALN SSPEmnsnwro N,BODEMENT DAREF .AOLE C)YEAR g$§ NARMxTY SERswE 4 ; g�g ii fr Sy 4 �x ��T v"LVE TESTTnR ANA. xvA<IN 69 SAN I pN.OREIARGE SAO rvrtmn A w Tn (YJ' m �E\ ..INLVALVE NBLINF EYERDEKK COVPUNL CMB FRED b ilxD ENFIUTOR N,CFNY ,S DR oxBAS I >< �iT NOR a x.LVE REOIUTER & RuxNNO FOR GENEIUiER GAS BOOSTER PIPING DIAGRAM @ SCNE'.NTS ESY rtKET SLLEY, )O P-2 PPPESSDN9 0 IUA ISH AND IPEDENCH NSTALL A IPMENTTOTAL FLOOD'R�N ENT 51RE6 PPPRES Iry _ U NFULAUDGATH DP THE APPLICABLE REQUIREMENTS PET DUTCH w'HELATESTCDDIONOF FEE FOLLOMMISDENAUG ��MINE, � 3 a N�EA No GBY CLEANowgw' n,E°NESo MB DED SELEFOR EKE }� LArvR Lw E FM BR ANDFROUBLE GFMmosYsrEAF. y q aµ�HATENG P c PxPAHEL Z d I BEGUIREMENTS OF THE AUTHORITY NAMES ASTINGETICH PAUL LED STANDARDS LISTED,AS ALL AS ALL.'UPS APPLICABLE 'EAS STANDARDS.AND NOCE ENGINEERING PFACIDAIQ GOAL'BEUCPU MELAGLIr E9Wx STANDARDS1 THE AD GONE MON SYSTEM BETALLAHER NEALL A-BE IN ACCORDANCE WHE THE U 9 EDPAwIxGSA D$P CFIGTIONSWxESPECFCAl7quS LLPR�LR BIGA""Y"WHALL BOUGHT CUT THE DEPLOYING BLE g 1, ADD MAOSvsEMS BUILDING FIREILL B ¢ C 1. POWER IN GTO SYSI NO CONTROL PANEL FROM OPERA DETEETENJ CIRCUITsWpE OETE[iOP O E UR INTERNAGER RULES AND BORDEN FDA (' IRDwT F„arwc y ", COLLECTION TOVELOGN WIRELESS SHUTDOWN WELLS nELECTPIru�THE MANUFACTURER OF THE StAPPRESEQUEN SYSTEM HARDWARE AND DEFECTOR uroNExrcT�R�L BE Isa9DBDREGISTERED . MDNITGa wwrs �\ NDNLL NE ,STAIN DPRo[uc s�oFFTHiFLAAANUFAm' E5 P ATESTGESIGNANO GGOOD DETFCTOT E. uLcevKEs.cDMPExENTs.HU EOUmNTswLLBE THE PRwUc PHmoELEnRc 7ALL B_ Tvsi��w NBC CONTRACTOR TOR SSHAL BEiaaweo sv THE SUPPPL�w To arslcN,INSTALL TEST ANY MULAG FEY SUPPERECT ry P� MW,N IT B ME o THEINSTALLTuxc caNTRAmOR uIIAR.RRE SUPPRFssaN srsreMsw mRCTAccQRo wEwNHaLAPPucABLEOrvoF v. :LLrDDECces ERFEa�uIoNENUsrnoxs wiENDeD. ELLS.TINE INSr+LLINGLONTRAGTOa SMALL AE AN EYPERIENCED FIRMREGULATE.INCLUDED WTHE RETALIATION.' AUT CODES AND FIBEsroN FMmusYSEUN.2uAL ©OO r= STANDARDS E lrvsr.TINuurvcCONTRACTOR MOST�IANEA MINIMUM OF EYE(s—El EAPEPrervcE wTE D IFEsm+.INSTALLATION RRNBA DSC HARGEAND AxOiEsiwGOFCLEAN AGENT.OR SIMILAR FIRE SUPPREss ON SvsiEus. AB]pi swrtM 10.THPIxsALLwG CONTRACT Ga SHALL GLENN DRAWINGS.GLCUNTIONS AUC SYSTEM GOMM POxr DATA CREOLE FOR AwROA>i Ca TO TINE LOCAL FI RE PP[v[NTION AGENOC OMER's lxsuRANCE UNOEPwRCER,AND ALL OTHER AUTHASHES—.Go JURISEBEGREN _______ _� Q BEFORE STARTING INIYVCLENE EYE—BE.SHALL xm COLECO � w1 a. TGE SY EM STALL PROVES �� flsE SZG FET NORMALLY 12.FILE SYSLEMSErse^MIT TM DESIGN ,� .THE° wK,NDELLmRULwniAL DxALLYETEcTRD RELE!oN FOLECTIPMENT AGENTSTREFFEEPRECoNTAINERS FSPOLL AGENT,DISCHARGE WILLOCCU PIPE AND OPUSES ANNUAL INTERFACE =; 4. 13 PRONICE TWO(2I ECIDDCABLE,SCINGMEN THE BODY SWvNS THE FI STYE.o sE�[W�CHERSB ANL6 MADE AT6NDNTH ITTERVALB RY SYSTEM14 THE SYSTEM SHALL BE AREA COVERAD OF E0 SEL U"FT TSERVICE; PLACE. PmDa 'o oBINSTALLED INTO NORMAL . so .R ..DICTECIABLE TO BE G ALARM BEFORE EL-1, 15 AN THMATIC OPARAIIION OF PROTECT OF AREA SGALL UP AS � TUP W"IPLA PANEL INEYSO�w,E. IDGEBI N FM200 PLAN S: �NC RAZE A VISUAL IN DEAL OR mOCACFEET CALF. I C-1--B LET ON By NO � 72MCOxcexiRATOGGLET NOTES WEEDIa k ILLUMINAT THE A LFACE.ABEL l)l v.AGGEMaI EQUIPMENT xm GERMAN FOR cwtm L4 GLEN ;IGE.DECAy OR SE, SYSTEM AGENT SEQUENCE A QUEENDING OP A PREPOURATUARGE TYPENCE EXCEED NABLED A'FEBE IN THE RBEEN T BEPcCOME)NE WGiOR giggsED POQusxule y 2 E 2 NEAR FIRE ACTED smWUERS IN DATA PROM, I LD` THE ED Eui. ACE. Mn GEM%2.CLEAN AGENT FOLLOIRA WING J CHURGANG RE POWER TO YN AGETEPAV TRIP REP, uwB IS THE AT GET MA; � .= SB � i� u '�LAeNE µ GETHESEMGENEEEID NABDMEE,GEPT THAFINE DELAY �N�NPROPOSE A VISUAL INGEWTOR OUTSIDE FEE ITTELEDI �" ET ^wRBiATIONRHRATLBDELE�RHALATELUNIEN,rPE ' �pYSpQ M CH� r�px:aHBE.1lxn .c TO"OPERATING EA®;ae K11,aER � mMECHANICAL wTLFP � wISM,� Wp—..HS ; SHALL EANT LAINNCY GATE nL �,a � OOBERSoLQ oAr Nr P CONTAINER STRI HAVE A PRESSURE CAUSE AND LOAM PRESSURE MATCH TO WAGABLE TFAGAL AM ETUES.aCa TOO TO TANDY ALESSI THE FERMANYWASSURE SWITCH SHALL BE RED'BLUE giI °1 �:ISND H� �:FUTELELLMEET .LWF BE °EXCEEDS 1. sLAEAE DM.Po: CONTAINER IFU�PAYPRESURE RELIEFPPD,SCTHAT MNOMATCALLYGPERATESBEFDRC THEWHERNALPRESSURE ' MDB.rD. MUCHAT MM UTY!THE STO DISTRIBUTE EPpo"UREmABETTRATTION PIPING SNALL BELL PIPINGsx.L_BEenE«M.r mvEYEFPESSIOrvDA.EARE.GA.DALL ro ��N . USIBBACCEP4HEIRaCTANDAREPLABLELED LESS. DIRRALLBEGANDQUALAT,PICCES GUNICTIONALCHATERECARCHEREPLEGODATIC, E, THE CONTROL PAGE L SHIL BE A WE A FEL PAN NG PANEL SUPPLIED BY F NEANY IMAGE M,THE CONTROL BANOS M ANY ITS RFORM ALL IONIC- OPERATE THE SYSTEM DECETIER ACTUATIE.2AGE ODGEONENTS BRADLEE UL COURT ATO RM APPROVED FAR USE AS A LOCAL FIRE ALNENGI WHEREIN DFULN R SOMALI DEVICE E L iTETALLASRBQUIRFDBY FIRE DFPART.ENrANONATONAL FIRE L PE - AUXILIARY FUNCTIONS 2 ALL F C ALARM EQUIPMENT,UPEAREBUT WRONG THREE uurrmEs.TYPES AND LOCATIONS EIwL BE VERVEn AND APEREAEE BYAT CIA THE FELTNPOI SKALL BE PACED A-INSTALLED IN ACCORDANCE WITTHLEEf3NAENUFLACTUwiva SPeoµuIONEAANDTHe"' LOCAL FEE OEP.wrL�rvrmwTO wsiuurox. _ suEu u. STATION SMLL BE DIFFERENT Al APPEARANCE FROM SULDHOU FIRE AGREE SYSTEM NeELL26 ALL SYSTEM WRONG SPACE BE FURNISHER AND INSTALLED By-IS— ITS 3�)E55F%51REET 27.WOWNSPENG ERALL BE INSTATE I IN ELECT FECAL ETALLC Tu..SCATL OR COxwrt.AND vusi 0E I USTALL ED ANY IET Fuap2 uwuu 0LSCWAGF. 54Eu, 01920 SYSTEM sxALL BE Cih[rcED BUT.ixsPEREOUN SEPARATE FROM ALL GREEN BUILDING PLANE, l THE FM3W HOPWsiROBI UMTS SFULL BE DIFFERENT COLOR WHO DISTINCT BOUND FROM THE...FERE. LEANED28,AFTER THE SYSTEM BEGRALLGISCHN DR`BEEN LOWENJECTED THE CAUSE DOLE.LESTER BY OUNUFFED POPULATE L IN ACCOROwCE Anm THE N FACTLEARE RECONMExOED S AUpN RICNPL DEUCES EATExCR MPwsiRGE E ARMED THE LABELED DISCHARGE. YET PRIOR TO FINAL ACCEPTANCE THE BIRSTAGLOVE EDGED.ARGUEDPERSONNEL EACH 1—CANS THESELB WALL INCTUAGE CORI PAREL T�.�WL N.AL�T pIDs;QFl TµW nYnTMBEG EEF�R r�eArvQ�ERA D wnP� B DM E TQFIR RONTRQLPWEL FP-1 ERPROAGEO'BEGAN"ME PA STANDARDS P� RES. 30.ADD 11 PROCEDURES T-SGONEN�LOm=APPRES"A:ISWED"A"P30STALLEDD RE EN THE CONTRACT SHALL So WARRANTED AGAINST DEFEQ7S IN FM 200 WIRING DIAGRAMCEO.AWLERAWS ADD SAYEAGANCELl � CARE LESS LOAN DE N(YEAR FROM THHEE CAPE OF SYSTEM4 ACCEPTANCE C CSTAWAaDwlmTHE wXYFACTUPEP.&rtlu No EGLF NTS - � x Salem Redevelopment Authority Salem Redevelopment Authority Decision July 9, 2014 217 Essex Street (Verizon Wireless): Discussion and vote on proposed installation of wireless telecommunications equipment SRA Decision At its meeting on July 9, 2014, the SRA voted 5-0 to approve a June 25, 2014 DRB recommendation to approve the installation of telecommunications equipment at 217 Essex Street (Verizon Wireless Antennas) as presented in plans dated 6/30/14 and in photo simulations presented at the SRA meeting. DRB Recommendation At its meeting on June 25, 2014, the DRB voted 4-0 to recommend approval of the proposed installation of wireless telecommunications equipment at 217 Essex Street, conditional upon the following: That the support structure connected to the antennas is lowered so as to minimize visual impact; That the antennas are painted a "warm gray' color to match the support structure; and • That the proposed vertical gas run-up to be installed on the wall of the south facing elevation be painted to resemble the building's shade, and that it be installed at or as close to the seam of the two buildings as possible. Staff Comment The applicant has agreed to the above conditions. In the enclosed plans, the vertical gas line is shown running up the seam of the two buildings. The applicant will provide renderings of the antenna installations at the meeting. Proposal for June 25 DRB Meeting The applicant has revised its original proposal to eliminate the use of a fiberglass chimney to hide the antennae. Instead the applicant proposes to install these antennae on poles with no covering except to paint them black. The applicant has provided plans and simulated images. Staff Comment for June 25, 2014 Please note that the plans show proposed natural gas generators and condensors mounted on the roof, as well as proposed gas meter and run-up (up the side of the building), of which the applicant has not provided further information. I will request that further information be brought to the meeting or sent beforehand. Salem. Redevelopment Authority Proposal for May 28 DRB Meeting The applicant proposes to install two'(2) antennae on an existing rooftop penthouse that will be camouflaged to match the color of the masonry on which they will sit. Additionally, a proposed fiberglass chimney (6'x6'x15' high) will be installed in the southwest corner of the roof to house four(4) additional antennae that will be inside it. A cover letter, pictures, and plans that detailed this proposed project are enclosed. Staff Comment from May 28, 2014 1 have requested more information from the applicant about how the fiberglass chimney element will appear. I have also requested more information about the "proposed vertical gas run up" noted on the outside of the building in the included plans. Park Towers IV, LLC c/o Old Boston Properties 100 Washington Street, Office#1 Salem, MA 01970 January_L7, 2014 Planning.Board Zoning Board Code Enforcement Officer City of Salem City Hall 93 Washington Street Salem, Massachusetts 01970 Re: Authorization of Bell Atlantic Mobile of Massachusetts Corporation LTD d/b/a Verizon Wireless Ladies and Gentlemen: The undersigned, as lessor of premises in the City of Salem, described as 217 Essex Street,hereby authorizes Bell Atlantic Mobile of Massachusetts Corporation LTD d/b/a Verizon Wireless, and its employees, agents, and consultants, to seek approval from the City of Salem (including a building permit, zoning relief, site plan review, and special permit) in connection with the construction and installation of a wireless telecommunication facility and support structures on the Property. Very truly yours, PARK' OWERS 2IVLC By: ,Z . N Titl 7370710_LDOC \ 96219 STRUCTURAL ANALYSIS REPORT For SALEM 5 MA 217 Essex Street Salem, MA 01970 Antennas Mounted to Penthouse Facade and on a New Steel Frame; Equipment Room in Basement 4fi w ' y 9 141ii 4 � Prepared for veru_ n 400 Friberg Parkway Westborough, MA 01581 tNOF v1 DANIEL P. Dated: August 7,2014 HAMAR CI L 720 Prepared by: 0 Hudson © Design Group LLC 1600 Osgood Street Bldg.20N Suite 3090 North Andover, MA 01645 (P)978.557.5553(F) 978.336.5586 www.hudsondesiongrouplic.com Hudson Design Groupuc SCOPE OF WORK: Hudson Design Group LLC (HDG) has been authorized by Verizon to conduct a structural evaluation of the structure supporting the proposed equipment located in the areas depicted in the latest HDG construction drawings. This report represents this office's findings, conclusions and recommendations pertaining to the support of Verizon's proposed equipment. This office conducted an on-site visual survey of the above areas on December 3, 2013. Attendees included Sergio Anastacio (HDG-Assistant Project Manager). CONCLUSION SUMMARY: Building plans were not available and could not be obtained for our use. A limited visual survey of the structure was completed in or near the areas of the proposed work. Based on our evaluation, we have determined that the existing structure IS CAPABLE of supporting the proposed Verizon equipment within or near the proposed locations. APPURTENANCES/EQUIPMENT CONFIGURATION: (6) LNX-6515DS-AIM Antennas(96"x11.9"x7.1" -Wt. 50.3 lbs. /each)(Two per sector) (3) ALU 9442 RRHs(20"x17"x10" -Wt. 51 lbs. /each) (One per sector) (3) ALU RRH2x40-AWS (24.4"x10.63"x6.7" -Wt.44 lbs. /each)(One per sector) (3)Small Junction Box(15.95"x10.15"x8.15"-Wt. 12.1 lbs. /each) (1) Large Junction Box(22.98"x15.73"x10.25"-Wt. 26.9 lbs. /each) (1) Battery Cabinet(Wt.3100 lbs.) (1) Galaxy Power System (Wt. 2508 lbs.) (4)Mod Cell Cabinets(Wt. 1107 lbs. /each) (2) Air Handling Units(Wt. 300 lbs. /each) (1)35KW Natural Gas Generator(Wt. 2400 lbs.) (2) Condenser Units(Wt. =300 lbs./ each) .0 Hudson Design Group= DESIGN CRITERIA: 1. Massachusetts State Building code, 8th edition and ASCE 7-05, Minimum Design Loads for Buildings and Other Structures. Wind Analysis: Reference Wind Speed: 110 MPH (780 CMR 1604.10) Exposure Category: B (ASCE 7-05 Section 6.5.6.3) Roof: Ground Snow, Pg: 45 lost (780 CMR 1604.10) Occupancy Category: II (ASCE 7-05 Table 1-1) Importance Factor (1): 1.0 (ASCE 7-05 Table 7-4) Exposure Factor (Ce): 1.0 (Partially Exposed,Table 7-2) Thermal Factor (Cf): 1.0 (ASCE 7-05 Table 7-3) Calculated Flat Roof Snow Load: Pf=0.7*Ce*Ct*I*Pg: 31.5 lost (ASCE 7-05 Equation 7-1) 2. EIA/TIA -222- G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures County: Essex Wind Load: 110 mph Ice Thickness: 1 inch 3. Approximate height above grade to the top of the antennas: 81'-0"+/- (Alpha sector) 83'-6"+/- (Beta & Gamma sector) Hudson n Design Group uc EXISTING ROOF CONSTRUCTION: The roof system appears to consist of a roofing membrane over rigid insulation over wood planks supported by wood joists. The joists are supported by a system of steel beams, steel columns, and masonry bearing walls. ANTENNA[, RRH SUPPORT RECOMMENDATIONS: • The new Alpha sector antennas are proposed to be mounted on new pipe masts secured to the penthouse fagade with epoxy anchors. The Alpha sector RRH's are proposed to be mounted on new unistrut components secured to the penthouse facade with thru-bolts and backer plates. • The new Beta and Gamma sector antennas and RRH's are proposed to be mounted on new pipe mats secured to a new steel frame on the roof. GENERATOR SUPPORT RECOMMENDATIONS: The new generator is proposed to be located on a new steel framed platform with stub ups locate over the building's steel columns and epoxy anchors into the existing penthouse. EQUIPMENT SUPPORT RECOMMENDATIONS: The new equipment is proposed to be located in the new Verizon equipment room located in the basement. Limitations and Assumptions: 1. Reference the latest HDG drawings for all equipment locations and details. 2. Mount all equipment per manufacturer's specifications. 3. HDG is not responsible for any modifications completed prior to and hereafter which HDG was not directly involved. 4. All structural members and their connections are assumed to be in good condition and are free from defects with no deterioration to its member capacities. 5. If field conditions differ from what is assumed in this report, then the engineer of record is to be notified as soon as possible. 46XVD Hudson Design Group--- LOCATION OF PROPOSED EQUIPMENT: F �F. Photo 1: Photo illustrating the location of the proposed Alpha sector antennas. �l 6 C .V • rt+ � its Photo 2: Photo illustrating the location of the proposed Beta & Gamma sector antennas. H udson lon Design Groupuc Photo & Photo illustrating the location of the proposed generator and condensers. r � t t Photo 4: Photo illustrating the location of the proposed Verizon equipment room in the basement. : Hudson 0 Design Group Alpha Sector Antenna Calculations Date: 08/07/2014 Project Name:Salem 5 MA Designed By: GH Checked By: MSC Hud n Design Groupuc© ALPHA SECTOR ' 2.6.5.2 Velocity Pressure Coeff: K,= 2.01 (z/ze) z 81 (ft) zg= 1200 (ft) Kz= 0.930 a= 7 Kzmin<_Kz 5 2.01 Table 2-4 Exposure Zg a Kzmin Ke B 1200 ft 7 0.70 0.90 C 900 ft 9.5 0.85 1 D 700 ft 11.5 1.03 1.10 2.6.6.4 Topographic Factor: Table 2-5 Topo.Category Kt f 2 0.43 1.25 3 1 0.53 2 4 FT72 1.5 Kzt= (1+(Ke Kt/Kh)1 2 Kh=a(f•z/H) �t Krt= #DIV/Ol Kh= #DIV/01 rt _ Ke 0 (from Table 2-4) (If Category 1 then K,,ELQI Kt= 0 (from Table 2-5) f= 0 (from Table 2-5) Category=— 1 z= 81 H= 0 (Ht. above surrounding terrain) Kzt= 1.00 Dale: 0014 Name: Project Name:Salem 5 MA Designed By: GH CheckedAy: MSC Hudson Design Groupuc® 2.6.7 Gust Effect Factors 2.6.7.1 Self Supporting Lattice Structures Gh = 1.0 Latticed Structures >600 ft Gh=0.85 Latticed Structures 450 ft or less Gh=0.85+0.15 [h/150-3.0] h=ht. of structure h= 81 Gh= 0:481 2.6.7.2 Guved Masts Gh= 0,85 2.6.7.3 Pole Structures e Gh= 1.1 2.6.7.4 Structures Supported on Other Structures (Contilivered tubular or latticed spines,pole,structures on buildings(ht. : width ratio>5) i Gh= 1.35' Gh= 1.35 Date: 2014 Projectt Name:Salem 5 MA Designed By: GH Checked By: MSC H UdSOn Design Groupuc O 2.6.8 Design Ice Thickness: ti,= 2.0*ti*I*Ka*(Ka)"" t_ 1 1= 1 t ti, .2.19 Kii 1.09 Ke 1 K„_ [z/33]""<_ 1.4 ? KI,= 1.09 Calculating the weight of ice,the cross-sectional area of ice shall be determined by: A;,=n*t;,*(D�+t„) Dc= 96.3 (in) Largest Dim of Member Au= 676.96 2.6.9 Design Wind Load: F= qz*Gh*(EPA's) q,= 0.00256*K,*K,t*Kd*Vmax2 Kz= 0.930 K,t 1 + %== 27.38 Kd= 0.95 Vmar 110 Table 2-2 Structure Type Wind Direction Probability Factor, Kd Latticed structures with triangular, square or rectangular cross sections 0.85 Tubular pole structures, latticed structures with other cross sections, 0.95 appurtenances. Date: 08/07/2014 Project Name:Salem 5 MA Designed By: GH Checked By: MSC Hudson . , Design GroupticO Determine Cf: If lattice Structure See Manual If Tubular Pole Structure, Use Corrected Value from Table 2.7 Below C Round 18 Sided 16 Sided 12 Sided 8 Sided mph.ft < 32 1.2 1 1.2 1.2 1.2 1.2 (Subcritical) 32 to 64 38.4/Cl" 25.8/C).885 12.6/CO.678 2.99/C()263 1.2 (Transitional) >64 0.6 0.65 0.75 1 1.2 (Supercritical) C=(I*K:t*K:) *V*D Dp= Outside Diameter or Out to Out: 0.25 feet C=� 26.53 Cf= 1.2 i Appurtenances Height Width Depth Flat Area Force Per Appurtenance Item No.1 (P)Ant. 96.3 11.9 7.1 7.96 353.0(Ibs) Item No.2 (P) RRH 20 17 10 2.36 104.7 (Ibs) Item No.3 (P) RRH 24.4 10.63 6.7 1.80 1 79.9 (Ibs) Item No.4 (P) RRH 15.95 10.15 8.15 a 1.12 _49.9 (Ibs) ICE WEIGHT CALCULATIONS Project: Salem 5 MA Thickness of ice: 1 in. * Density of ice used= 56 PCF Weight of ice based on total radial SF area: (P)Antenna Depth (in): 96.3 height(in): 11.9 Width (in): 7.1 Total weight of ice on object: 80 pounds ice Weight of object: 63 pounds Combined weight of ice and object: 143 pounds Weight of ice based on total radial SF area: (P) RRH Depth (in): 10 height(in): 20 Width (in): 17 Total weight of ice on object: 35 pounds ice Weight of object: 51 pounds Combined weight of ice and object: 86 pounds Weight of ice based on total radial SF area: (P) RRH Depth(in): 6.7 height(in): 24.4 Width (in): 10.63 Total weight of ice on object: 27 pounds ice Weight of object: 44 pounds Combined weight of ice and object: 71 pounds Weight of ice based on total radial SF area: (P)Junction Box Depth (in): 8.15 height(in): 15.95 Width (in): 10.15 Total weight of ice on object: 19 pounds ice Weight of object: 12.1 pounds Combined weight of ice and object: 31 pounds Per foot weight of ice: (P) Pipe pipe weight per foot: 3.66 pipe length (ft): 8 diameter(in): 2.38 Per foot weight of ice on object: 3 pounds ice/ft Total weight of ice on object: 23 pounds Total weight of pipe: 29 pounds Combined weight of pipe and ice: 53 pounds Project:Salem 5 MA M. Gregory Design Gro p L Z Location: Proposed Alpha sector pipe mast t Hudson Design Group LLC Multi-Loaded Multi-Span Beam 1600 Osgood Street,Bldg 20N,Suite 3090 [2009 International Building Code(AISC 13th Ed ASD)] North Andover,MA 01845 Pipe 2 Std. x 8.0 FT(1.5+6+0.5)/ASTM A53-GR.B Section Adequate By:25.6% - StruCalc Version 8.0.113.0 8/712014 3:50:10 PM Controlling Factor:Deflection LOADING_DIAGRAM DEFLECTIONS Ld _ en er Ri t Live Load 412 IN 21/310 0.15 IN U495 -0.03 IN 21_!346 Dead Load 0.00 in 0.00 in 0.00 in Total Load -0.12 IN 2L/302 0.15 IN U479 -0.04 IN 2L/334 Live Load Deflection Criteria:0240 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 206 Ib 147 Ib Dead Load 17 Ib 12 Ib Total Load 223 Ib 159 Ib , Bearing Length 0.29 in 0.29 in BEAM DATA - Left Center Riobt Span Length 1.5 ft 6 ft 0.5 ft I—t.sft 'a,it :e fti Unbraced Length-Top o ft O ft O ft Unbraced Length-Bottom 1.5 It 6 ft 0.5 It STEEL PROPERTIES [Beam NIFORM LOADS - Lek Cents Richt Pipe 2 Std. -A53-GR.B niform Live Load 0 plf 0 plf 0 plf niform Dead Load 0 plf 0 plf 0 plf Properties: Self Weight 4 plf 4 plf 4 plf Steel Yield Strength: Fy= 35 ksi otal Uniform Load 4 plf 4 plf 4 plf Modulus of Elasticity: E= 29000 ksi Tube Steel Section(X Axis): dx= 2:38 In POINT LOADS-CENTER SPAN Tube Steel Section(Y Axis): dy= 2.38 in Load Number One Tube Steel Wall Thickness: t= 0.143 in Live Load 353 Ib Area: A= 1 int Dead Load 0 Ib Moment of Inertia(X Axis): Ix= 0.63 in4 Location 2.5 ft . Section Modulus(X Axis): Sx= 0.53 in3 Plastic Section Modulus: Z= 0.71 in3 Design Properties per AISC 13th Edition Steel Manual: - Flange Buckling Ratio: FBR'= 16.61 ' Allowable Flange Buckling Ratio: AFBR= 58 Allowable Flange Buckling Ratio non-compact:AFBR_NC= 256.86 Nominal Flexural Strength w/Safety Factor: Mn= 1245 ft-Ib - Controlling Equation: F8-1 Shear Buckling Stress Coefficient Eqn.G6-2a: For= 21 ksi Nominal Shear Strength w/Safety Factor: Vn= 6287 Ib Controlling Moment: 525 ft-Ib 2.52 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s) 1,2,3 Controlling Shear: 218 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Recd Provided Moment of Inertia(deflection): 0.5 in4 0.63 in4 Moment: 525 ft-Ib 1245 ft-Ib Shear: 2181b 62871b - Site Name: Salem 5 MA Done by: GH Checked by: MSC � Date: 8/7/2014 Hudson . aA Design CroupuO CHECK CONNECTION CAPACITY(ALPHA SECTOR) Reference: Hilti HIT-HY 70 Hybrid Adhesive for Masonry Epoxy Type = HIT-HY70 Anchor Diameter= 3/8 in. Embedment Depth= 3-1/2 in. (Min.) Allowable Tensile Load= - FTaR= 915 lbs. 100 0, Allowable Shear Load = Fvau= 870 lbs. WIND FORCES Reaction F= 206 lbs. (Worst Case) z,o):A" GRAVITY LOADS Ice and Equipment 200 lbs. No.of Supports= 2 No.of Anchors/Support= 2 Tension Design Load/Anchor= ft= 103.00 lbs. < 915 lbs. Therefore, OK ! Shear Design Load/Anchor= f� 50.00 lbs. < 870 Ibs. Therefore, OK ! CHECK COMBINED TENSION AND SHEAR ft/FT + f„/Fv < 1.0 - 0.113 + 0.057 = 0.170 < 1.0 Therefore, OK 1 0�Hudson Design Groupu4 Beta & Gamma Sector Antenna Calculations ProDate: t Nam 2014 Q Project Name:Salem 5 MA Designed By: GH Checked By:MSC H V dson Design Groupuc BETA&GAMMA SECTOR 2.6.5.2 Velocity Pressure Coeff: K,=2.01(z/zg)z/° z= 83.5 (ft) zB 1200 (ft) K.= 0.939 a= 7 Kzmin 5 Kz 5 2.01 Table 2-4 Exposure 29 a KamU Ke B 1200 ft 7 0.70 0.90 C 900 ft 9.5 0.85- 1 D 700 ft 11.5 1.03 1.10 2.6.6.4 Topographic Factor: Table 2-5 Topo.Category Kt f 2 0.43 1.25 3 0.53 2 4 0.72 1.5 Kzt= [1+(Ke Kt/Kh)]z Kh= a(f•z/H) Krt= #DlWOl Kh= #DIV/0! Ke 0 (from Table 2-4) (if Category 1 then K,fLQJ Kt= 0 (from Table 2-5) f= 0 (from Table 2-5) Category= 1 z= 83.5 H= 0 (Ht.above surrounding terrain) Ktt= 1.00 Dat 14 Project t Name: Sal Protect Name: Salem 5 MA /F,�/�, Designed By: GH Checked By:MSC Hudson .!! D Design Gro..upuc© 2.6.7 Gust Effect Factors 2.6.7.1 Self Supporting Lattice Structures Gh= 1.0 Latticed Structures>600 ft Gh=0.85 Latticed Structures 450 ft or less Gh =0.85+0.15 [h/150-3.0] h= ht.of structure h= 83.5 Gh= 0.4835 2.6.7.1 Guyed Masts GFi= 0.85 2.6.7.3Pole Structures Gh= 1.1 2.6.7.4 Structures Supported on Other Structures (Cantilevered tubular or latticed spines, pole,structures on buildings(ht. :width ratio>5) Gh=� 1:35, Gh= 1.3S 2014 Project Name: Salem 5 MA Designed By: GH Checked By: MSC Hudson Design Groupuc 2.6.8 Design Ice Thickness: ti,= 2.0*ti*I*K,*(K,,)0.35 t= 1 1= 1 to 2.19 Kj�= 1.10 Ka= 1 K:= [z/33]0.i0<_ 1.4 �Ku= 1.10 Calculating the weight of ice,the cross-sectional area of ice shall be determined by: A;,= n*t;,*(Dc+t;,) Dc= 96.3 (in) Largest Dim of Member At,= 679.06 2.6.9 Design Wind Load: F= qz*Gh*(EPA's) q,= 0.00256*K:*Ka*Kd*Vmae2 K:= 0.939 Kzt= 1 qz= 27.62 Kd= 0.95 Vmax 110 Table 2-2 Structure Type Wind Direction Probability Factor, Kd Latticed structures with triangular, square or rectangular cross sections 0.85 Tubular pole structures, latticed structures with other cross sections, 0.95 appurtenances. Date: 2014 Projectt Name:Salem 5 MA Designed By: GH Checked By:MSC Hudson Design Groupuc Determine Cf: If lattice Structure See Manual If Tubular Pole Structure, Use Corrected Value from Table 2.7 Below C Round 18 Sided 16 Sided 12 Sided 8 Sided mph.ft <32 1.2 1.2 1.2 1.2 1.2 (Subcritical) 32 to 64 38.4/C"' 25.8/Co.885 12.6/Co.678 2.99/C""' 1.2 (Transitional) >64 0.6 0.65 0.75 1 1.2 (Supercritical)., C=(I*K,*K:) " *V*D Dp=Outside Diameter or Out to Out: 0.25 feet C= 26.64 Cf= 1.2 Appurtenances Height Width Depth Flat Area Force Per Appurtenance Item No.1 (P)Ant. 96.3 11.9 7.1 7.96 ; 356.1 (Ibs) Item No.2 (P)Ant. 96.3 7.1 11.9 4.75 ; 212.5'(Ibs) Item No.3 (P) RRH 20• 17 10 2.36 j 105.6 (Ibs) Item No.4 (P) RRH 24.4 10.63 6.7 1.80 I 80.6 (Ibs) Item No.S (P)Junc 15.95 10.15 8.15 1.12 50.3 (Ibs) ICE WEIGHT CALCULATIONS Project: Salem 5 MA Thickness of ice: 1 in. * Density of ice used = 56 PCF Weight of ice based on total radial SF area: (P)Antenna Depth (in): 96.3 height(in): 11.9 Width (in): 7.1 Total weight of ice on object: 80 pounds ice Weight of object: 63 pounds Combined weight of ice and object: 143 pounds Weight of ice based on total radial SF area: (P) RRH Depth (in): 10 height(in): 20 Width (in): 17 Total weight of ice on object: 35 pounds ice Weight of object: 51 pounds Combined weight of ice and object: 86 pounds Weight of ice based on total radial SF area: (P) RRH Depth (in): 6.7 height(in): 24.4 Width (in): 10.63 Total weight of ice on object: 27 pounds ice Weight of object: 44 pounds Combined weight of ice and object: 71 pounds Weight of ice.based on total radial SF area: (P)Junction Box Depth (in): 8.15 height(in): 15.95 Width (in): 10.15 Total weight of ice on object: 19 pounds ice Weight of object: 12.1 pounds Combined weight of ice and object: 31 pounds . Per foot weight of ice: (P) Pipe pipe weight per foot: 5.03 pipe length (ft): 16 diameter(in): 2.38 Per foot weight of ice on object: 3 pounds ice/ft Total weight of ice on object: 47 pounds Total weight of pipe: 80 pounds Combined weight of pipe and ice: 127 pounds . .t1'-2" PARAPET. 41.= VOW ,o x . �e N \O 4x4x5/16" DIAGONAL BRACE (TYP. OF 2) a 2" X-STRONG (2-3/8'L\ O.D.) (190" LONG) PIPEj, (TYP. OF 3) 2" X-STRONG (2-3/8" a+i 0 p O.D.) (120" LONG) PIPE 9 y�0+ B �' o (TYP. OF 2) L4x4x1/4 w m 0 3-1/20-1/20/8" `i i HORIZ. BRACE (TYP. O * 3 N OF 4) ____ R 1Ox18x1/2"' (lYP. OF 2) PROPOSED 4"x4%1/4" HSS t V .±2'_10" ±9'-11" LL' 60i t12'-9" t) 7 t . Tt BETA & GAMMA ANTENNA STRUCTURAL PLAN 1 SCALE: N,T,S, pap Project:Salem 5 MA Gregory Haggstrom,EIT Location:Beam A \ - Hudson Design Group LLC / Multi-Loaded Multi-Span Beam t 1600 Osgood Street,Bldg 20N,Suite 3090 (2009 International Building Code(AISC 13th Ed ASD)] North Andover,MA 01845 A992.50 W8x18 x 7.0 FT Section Adequate By:2866.5% StruCalc Version 8.0.113.0 8/7/2014 4:38:58 PM Controlling Factor:Moment LOADING DIAGRAM - - - DEFLECTIONS Ce er Live Load 0.00 IN L/Infinity Dead Load 0.01 in Total Load 0.01 IN L/MAX Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS _A B Live Load 0 Ib 0 Ib Dead Load 734 Ib 692 Ib 1 Total Load 734 Ib 692 Ib 7 Bearing Length 0.63 in 0.63 in _ 2 BEAM DATA Center Span Length 7 ft -_7ft — Unbraced Length-Tap 0 ft Unbraced Length-Bottom 7 ft STEEL PROPERTIES UNIFORM LOADS Center W8x18-A992-50 Uniform Live Load 0 plf Uniform Dead Load 0 pif Properties: Yield Stress: Fy= 50 ksi Beam Self Weight 18 plf Total Uniform Load 18 plf Modulus of Elasticity: E= 29000 ksi _ Depth: d= 8.14 In POINT LOADS-CENTER SPAN Web Thickness: tw= 0.23 in Load Number - Pe Two Three Flange Width: bf= 5.25 in Live Load 0 Ib 0 l 0 l Flange Thickness: if= 0.33 in Dead Load 800 Ib 100 Ib 400 Ib Distance to Web Toe of Fillet: k= 0.63 in Locabon 2 ft 4 ft 6 ft Moment of Inertia About X-X Axis: Ix= - 61.9 in4 Section Modulus About X-X Axis: Sx= 15.2 in3 Plastic Section Modulus About X-X Axis: Zx= 17 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 7.95 Allowable Flange Buckling Ratio: AFBR= 9.15 Web Budding Ratio: WBR= 29.91 Allowable Web Budding Ratio: AWBR= 90.55 Controlling Unbraced Length: Lb= 0 ft Limiting Unbraced Length- for lateral-torsional buckling: Lip= 4.34 ft Nominal Flexural Strength w/safety factor: Mn= 42415 ft-Ib _ Controlling Equation: F2-1 Web height to thickness ratio: h/tw= 29.91 Limiting height to thickness ratio for eqn.G2.2:h/tw-limit= 53.95 Cv Factor: Cv= 1 Controlling Equation: G2-2 - Nominal Shear Strength w/safety factor: Vn= 37444 Ib Controlling Moment: 1430 ft-Ib 2.03 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 7341b At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Read Provide Moment of Inertia(deflection): 1.16 in4 61.9 in4 Moment: 1430 ft-Ib 42415 ft-Ib Shear: 734 lb 37444 Ib Project:Salem 5 MA - - -- peau Gregory Design Gro p L I / Location:Beam B � .,.f Hudson Design Group LLC Multi-Loaded Multi-Span Beam 1600 Osgood Street,Bldg 20N,Suite 3090 [2009 International Building Code(AISC 13th Ed ASD)] North Andover,MA 01845 A992-50 W8x18 x 7.0 FT Section Adequate By:5587.2% StruCalc Version 8.0.113.0 8/712014 4:39:01 PM Controlling Factor: Moment LOADING DIAGRAM DEFLECTIONS Cente Live Load 0-00 IN Ulnfinity Dead Load 0.00 in Total Load 0.00 IN UMAX Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: 1.1240 REACTIONS e4 13 - Live Load 0 Ib 0 Ib Dead Load 392 Ib 234 Ib Total Load 392 Ib 234 Ib Bearing Length 0.63 in 0.63 in ! x. BEAM DATA Center Span Length 7 R A .7ft Unbraced Length-Top 0 ft - Unbraced Length-Bottom 7 ft STEEL.PROPERTIES UNIFORM LOADS i �r WBz18-A992-50 Uniform Live Load 0 plf Uniform Dead Load 0 p[f Properties: Yield Stress: Fy= 50 ksi Beam Self Weight 18 pif - Total Uniform Load 18 pif Modulus of Elasticity: E= 29000 ksi Depth: d= 8.14 in POINT LOADS-CENTER SPAN. Web Thickness: tw= 0.23 in Load Number One TWO Flange Width: bf= 5.25 In Live Load 0 Ib 0 It, Flange Thickness: if= 0:33 in Dead Load 400 Ib 100 Ib Distance to Web Toe of Fillet: k= 0.63 in Location 2 It 4 ft Moment of Inertia About X-X Axis: Ix= 61.9 in4 Section Modulus About X-X Axis: Sx= 15.2 in3 Plastic Section Modulus About X-X Axis: Zx= 17 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 7.95 Allowable Flange Buckling Ratio: AFBR= 9.15 Web Buckling Ratio: WBR= 29.91 Allowable Web Buckling Ratio: AWBR= 90.55 Controlling Unbraced Length: Lb= - 0 ft Llmlting Unbraced Length- I for lateral-torsional buckling: Lp= 4.34 ft Nominal Flexural Strength w/safety factor: Mn= 42415 ft-Ib _ Controlling Equation: F2-1 Web height to thickness ratio: h/tw= 29.91 Limiting height to thickness ratio for eqn.132-2:h/tw-limit= 53.95 Cv Factor: Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: - Vn= 37444 Ib Controlling Moment: 746 ft-Ib 2.03 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 392 Ib At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Read Provided Moment of Inertia(deflection): 0.59 in4 61.9 in4 Moment: 746 ft-Ib 42415 ft-Ib Shear: 392 lb 37444 lb Project:Salem 5 MA -- page Gregory Design Gro p LI / Location:Beam C - Hudson Design Group LLC Multi-Loaded Multi-Span Beam t 1600 Osgood Street,Bldg 20N,Suite 3090 °r 12009 International Building Code(AISC 13th Ed ASD)) North Andover,MA 01845 A992-50 W8x18 x 12.75 FT Section Adequate By: °h StruCalc Version 8.0.113.0 8/7/2014 4:48:45 PM Controlling Factor:Moment meat LOADING DIAGRAM DEFLECTIONS Ce g Live Load 0.00 IN L/Infinity, Dead Load 0.02 in Total Load 0.02 IN U9437 Live Load Deflection Criteria:0360 Total Load Deflection Criteria: U240 REACTIONS A a - Live Load 0 Ib 0 It, Dead Load 420 Ib 202 Ib 1 Total Load 420 Ib 202 Ib Bearing Length 0.63 in 0.63 in BEAM DATA Center Span Length 12.75 It ,,,°„ Unbraced Length-Top 0 ft A R Unbraoed Length-Bottom 12.75 ft STEEL.PROPERTIES W8x1B-A992-50 UNIFORM LOADS Center Uniform Live Load 0 plf Properties: Uniform Dead Load 0 plf Yield Stress: Fy= 50 ksi Beam Self Weight 18 pif Modulus of Elasticity: E= 29000 ksi - Total Uniform Load 18 plf Depth: d= 8.14 in POINT LOADS-CENTER SPAN - - — - Web Thickness: tw= 0.23 in Load Number One Flange Width: of= 5.25 in Live Load O lb Flange Thickness: tf= 0.33 in Dead Load 392 Ib Distance to Web Toe of Fillet: k= 0.63 in Location 2.83 ft _ Moment of Inertia About X-X Axis: Ix= 61.9 in4 Section Modulus About X-X Axis: Sx= 15.2 in3 Plastic Section Modulus About X-X Axis: ZX= 17 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 7.95 Allowable Flange Buckling Ratio: AFBR= 9.15 - Web Buckling Ratio: WBR= 29.91 Allowable Web Buckling Ratio: AWBR= 90.55 Controlling Unbraced Length: Lb= 0 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 4.34 ft Nominal Flexural Strength w/safety factor: Mn= 42415 ft-Ib Controlling Equation: F2.1 Web height to thickness ratio: h/tw= 29.91 Limiting height to thickness ratio for eqn.G2.2`.h/tw-limit= 53.95 Cv Factor: Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 37444 It, Controlling Moment: 1113 ft-Ib 2.93 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 4201b At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Recd Provided Moment of Inertia(deflection): 1.57 in4 61.9 in4 Moment: 1113 ft-Ib 42415 ft-Ib Shear: 420Ib 374441b Project: Salem 5 MA 1 pap Gregory Design Gro p L Location:Beam D '�� Hudson Design Group LLC Multi-Loaded Multi-Span Beam ' C p { 1600 Osgood Street, Bldg 20N,Suite 3090 ar (2009 International Building Code(AISC 13th Ed ASD)] North Andover,MA 01845 A992-50 W8x18 x 18.0 FT Section Adequate By:239.8% StruCalc Version 8.0.113.0 8/712014 4:48:59 PM Controlling Factor: Deflection LOADING DIAGRAM DEFLECTIONS Cents Live Load 0.14 IN L11539 Dead Load 0.12 in Total Load 0.26 IN U815 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 REACTIONS A B - - - Live Load 600 Ib 600 Ib Dead Load 676 Ib 776 Ib 2 Total Load 1276 Ib 1376 Ib 1 Bearing Length 0.63 in 0.63 in ( 2 4 BEAM DATA Center - Span Length 18 ft left -. Unbraced Length-Top 0 ft A B Unbraced Length-Bottom 18 R STEEL PROPERTIES UNIFORM LOADS Centsr W8x18-A992-50 Uniform Live Load 0 off Uniform Dead Load 0 pif Properties: Yield Stress: Fy= 50 ksi Beam Self Weight 18 plf Total Unifortn Load 18 pif Modulus of Elasticity: E= 29000 ksi Depth: d= 8.14 In POINT LOADS-CENTER SPAN Web Thickness: tw= 0.23 in Load Number One Two Three Four Flange Width: bf= 5.25 in Live Load 0 Ib 1200 Ib 0 Ib 0 Ib Flange Thickness: tf= 0.33 in Dead Load 692 Ib 0 ib 234 Ib 202 Ib Distance to Web Toe of Fillet: k= 0.63 in Location 7 it 9 ft 11 ft 18 ft Moment of Inertia About X-X Axis: Ix= 61.9 in4 - Section Modulus About X-X Axis: Sx= 15.2 in3 Plastic Section Modulus About X-X Axis: Zx= 17 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 7.95 Allowable Flange Buckling Ratio: AFBR= 9.15 - Web Buckling Ratio: WBR= 29.91 Allowable Web Buckling Ratio: AWBR= 90.55 Controlling Unbraced Length: Lb= 0 ft Limiting Unbraced Length- for lateral-torsional buckling: Lip= 4.34 R Nominal Flexural Strength w/safety factor: Mn= 42415 ft-Ib Controlling Equation: F2-1 Web height to thickness ratio: h/tw= 29.91 Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 53.95 Cv Factor: Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 37444 Ib Controlling Moment: 9370 ft-1b 9.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1376 Ib At right support of span 2(Center Span) - Created by combining all dead loads and live loads on span(s - Comparisons with required sections: Reo'd .Provided Moment of Inertia(deflection): 18.22 in4 61.9 in4 Moment: 9370 Ill 42415 ft-1b Shear: -1376 Ib 37444 Ib _ - - - Project:Salem 5 MA page ,� Gregory Haggstrom,EIT I / Location:Beam E Hudson Design Group LLC Multi-Loaded Multi-Span Beam 1 1600 Osgood Street,Bldg 20N,Suite 3090 or [2009 International Building Code(AISC 13th Ed ASD)] North Andover,MA 01845 A992-50 C12x20.7 x 12.75 FT Section Adequate By:3266.2% StruCalc Version 8.0.113.0 8/7/2014 4:52:35 PM Controlling Factor: Moment LOADING DIAGRAM DEFLECTIONS Cents Live Load 0.00 IN Ulnfinity, Dead Load 0.01 in Total Load 0.01 IN LIMAX Live Load Deflection Criteria:U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 0 Ib 600 ib Dead Load 1123 -lb 971 Ib 7 Total Load 1123 Ib 1571 Ib 2 Bearing Length 1-.13 in 1.13 in t _ SEAM DATA Center Span Length 12.75 ft +vsn Unbraced Length-Top 0 R Unbraced length-Bottom 12.75 R STEEL PROPERTIES UNIFORM LOADS to C12x20.7-A992-50 Uniform Live Load 0 plf Properties: Uniform Dead Load 0 plf Beam Self Weight 21 pif Yield Stress: Fy= 50 ksi Total Uniform Load 21 plf Modulus of Elasticity: E= 29000 ksi Depth: d=- 12 in POINT LOADS-CENTER SPAN --- Web Thickness: tw= 0.28 in Load Number One Two Three Flange Width: bf= 2.94 in Live Load 0 Ib 0 Ib 600 Ib Flange Thickness: tf= 0.5 in Dead Load 420 Ib 734 Ib 676 Ib Distance to Web Toe of Fillet: k= 1.13 in Location 0 ft 2.83 ft 12,75 ft Moment of Inertia About X-X Axis: Ix= 129 in4 - Section Modulus About X-X Axis: Sx= 21;5 in3 Plastic Section Modulus About X-X Axis: Zx= 25.6 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 2.93 Allowable Flange Buckling Ratio: AFBR= 9.15 Web Buckling Ratio: WBR= 34.54 Allowable Web Buckling Ratio: AWBR= 90.55 Controlling Unbraced Length: Lb= 0 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 2.82 R Nominal Flexural Strength w/safety factor: Mn= 63872 ft-Ib Controlling Equation: 172-1 Web height to thickness ratio: h/tw= 34.54 Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 53.95 Cv Factor: Cv= 1 Controlling Equation: G2-3 Nominal Shear Strength w/safety factor: Vn= 60790 Ib ' Controlling Moment: 1897 ft-Ib 2.93 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 703 Ib At left support of spare 2(Center Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Redd Provided Moment of Inertia(deflection): 2.53 in4 129 in4 Moment: 1897 ft-Ib 63872 ft-Ib Shear: 7031b 60790 Ib Hudson ` D Design GroupuQ Generator Platform Calculations t1'-2" MASONRY WALL L 6�fx• `� PROPOSED 4"x4"x1/4" HSS D! a l'30�L (IYP. OF 2) TL' 1y& i EXISTING WINDOW OPENING _ (TYP.) L --------I---------------.------ . 0 M PROPOSED 35kW GENERATOR 03 7 fi N bo W,Ox22 +`� N a Naz 0t a v 'o Q W10x22 b gyp+ i - 11gyp+ i N • cN v 4 + + 4 x a + +/p va+b 1 p Jip - n WI 0x22 3 +I p +I O +p+ OI J i c r1 00 +I to to p 44 ±19'-4" (V.I.F.) GENERATOR STRUCTURAL PLAN SCALE: N.T.S. SK-1 Date: 08-07-2014 Project Name: Salem 5 MA Designed By: GH Checked By: MSC Hudson Generator Frame Desian CalculationsDesig^ Groupuc +/ Live Loads: Snow Load 31:5 psf Dead Loads: (P) Generator 2400 lbs. Load Breakdown e Beam 1 Live Load - Snow 31.5{psf x 1.58 ft. (Tributary Width) 50 pit Dead Load - Generator 1200 psf / 6.33 ft. (Length of Generator) 190 pit -. Bracing L pit Project:Salem 5 MA page �• Gregory Design Gro p L / Location:Beam 1 1 Hudson Design Group LLC Multi-Loaded Multi-Span Beam 1600 Osgood Street,Bldg 20N,Suite 3090 °r [2009 International Building Code(AISC 13th Ed ASD)] North Andover,MA 01845 A992-50 W10xl5 x 19.33 FT Section Adequate By:450.8% Controlling Factor:Deflection StruCalc Version 8.0.113.0 . 8/7/2014 2:47:55 PM LOADING DIAGRAM - -- DEFLECTIONS gknter Live Load 0.03 IN U7635 Dead Load 0.15 in- Total Load 0.18 IN U1322 Live Load Deflection Criteria:U360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 90 Ib 227 Ib Dead Load 526 Ib 1044 lb . Total Load 616 alb 1271 Ib Bearing Length 0.57 .in 0.57 in BEAM DATA .Center Span Length 19.33 ft ts.»rr Unbraced Length-Top 0 ft Unbraced Length-Bottom 19.33 it STEEL PROPERTIES UNIFORM LOADS Center '" VJ10x15-A992-50 - Uniform Live Load 0 plf Properties: Uniform Dead Load 4 plf Yield Stress: Fy= 50 ksi Beam Self Weight 15 plf Modulus of Elasticity: _ E= 29000 ksi Total Uniform Load 19 plf Depth: of= 10 in TRAPEZOIDAL LOADS--CENTER SPAN Web Thickness: tw= 0.23 in Load Number One Flange Width: bf= 4 in Left Live Load 50 plf Flange Thickness: tf= 0.27 in Left Dead Load 190 plf Distance to Web Toe of Fillet: k= 0.57 in Right Live Load 50 plf Moment of Inertia About X-X Axis: Ix= 68.9 in4 Right Dead Load 190 plf Section Modulus About X-X Axis: Sx= 13.8 in3 Load Start 10.67 It Plastic Section Modulus About X-X Axis: ZX= 16 in3 Load End 17 ft Design Properties per AISC 13th Edition Steel Manual: I Load Length 6.33 ft Flange Buckling Ratio: FBR= 7.41 - - -- _ - Allowable Flange Buckling Ratio: AFBR= 9.15 Web Buckling Ratio: WBR= 38.52. Allowable Web Buckling Ratio: - AWBR= 90.55 Controlling Unbraced Length: Lb= 0 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 2.86 ft Nominal Flexural Strength w/safety factor: Mn= 39920 ft-Ib Controlling Equation: F2-1 Web height to thickness ratio: h/tw= 38.52 Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 53.95 Cv Factor: Cv= t Controlling Equation: G2-2 Nominal Shear Strength wl safety factor: Vn= 46000 Ib Controlling Moment: 5814 ft-Ib 12.18 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1271 Ib 19.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Reo'd Provided Moment of Inertia(deflection): 12.51 in4 68.9 in4 Moment: 5814 ft-Ib 39920 ft-Ib Shear: -1271 Ib 460001b Project:Salem 5 MA �0 Gregory Design Group I / EIT Location:Beam 2 �' Hudson Design Group LLC Multi-Loaded Multi-Span Beam t 1600 Osgood Street,Bldg 20N,Suite 3090 °r 12009 International Building Code(AISC 13th Ed ASD)] North Andover,MA 01845 A992-50 W 10x15 x 13.0 FT Section Adequate By:340.5% StruCalc Version 8.0.113.0 8/72014 2:48:02 PM Controlling Factor:Moment - -LOADING DIAGRAM DEFLECTIONS Center - - - - - Live Load - 0.02 IN U9473 Dead Load 0.08 in Total Load 0.10 IN L/1608 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS e 11 - - Live Load 192 to 262 Ib Dead Load 981 Ib 1302 Ib t .=r Total Load 1173 Ib 1564 Ib Bearing Length 0.57 in 0.57 in BEAM DATA Center Span Length 13 ItE1 - ran - B Unbraced Length-Top 6.2 ft Unbraced Length-Bottom 13 it STEEL PROPERTIES UNIFORM LOADS Cents W1 Oxi 5-A992-50 Uniform Live Load 0 pit Properties: Uniform Dead Load 0 pit Yield Stress: Fy= 50 ksi Beam Self Weight 15 pIf Modulus of Elasticity: E= 29000 ksi Total Uniform Load 15 plf Depth: d= 10 in - POINT LOADS-CENTER SPAN -- Web Thickness: tw= 0.23 in Load Number jngng Two Flange Width: bf= 4 in Live Load 227 10 227 lb - Flange Thickness: tf= 0.27 in Dead Load 1044 Ib 1044 Ib " Distance to Web Toe of Fillet: k= 0.57 in Location 6.2 ft. 8.8 ft Moment of Inertia About X-X Axis: Ix= 68.9 in4 Section Modulus About X-X Axis: Sx= 13.8 in3 Plastic Section Modulus About X-X Axis: ZX= 16 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 7.41 Allowable Flange Buckling Ratio: AFBR= 9.15 Web Buckling Ratio: WBR= 38.52 Allowable Web Buckling Ratio: AWBR= 90.55 Controlling Unbraced Length: Lb= 6.2 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 2.86 ft for Eqn.F2-2: Lr= 8.61 R Nominal Flexural Strength w/safety factor: Mn= 30731 li Controlling Equation: F2-2 Web height to thickness ratio: h/tw= 38.52 - Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 53.95 Cv Factor: Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 46000 Ib Controlling Moment: 6976 ft-Ib 6.24 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1564 Ib At right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s - Comparisons with required sections: Read Provided Moment of Inertia(deflection): 10.29 in4 68.9 in4 Moment: 6976 ft-Ib 30731 ft-Ib Shear: -15641b 46000 Ib y Project:Salem 5 MA - - page .� Gregory Desistrom,gn EIT / Location:Beam 3 p�'`'. - Hudson Design Group LLC Multi-Loaded Multi-Span Beam V rod 1600 Osgood Street,Bldg 20N,Suite 3090 m (2009 International Building Code(AISC 13th Ed ASD)] North Andover,MA 01845 A36 C12x20.7 x 9.0 FT(2+5+2) Section Adequate By:6610,0% Controlling Factor:Shear StruCalc Version 8.0.113.0 8/7/2014 2:48:10 PM LOADING DIAGRAM DEFLECTIONS Left Center _ Richt _ Live Load 0.00 IN UMAX 0,00 IN UMAX 0.00 IN UMAX Dead Load 0.00 in 0.00 in 0.00 in Total Load 0.00 IN UMAX 0.00 IN UMAX 0.00 IN UMAX Live Load Deflection Criteria: U360 Total Load Deflection Criteria:U240 REACTIONS 6 @ 9 P Live Load 2 Ib 52 Ib 149 Ib 25 Ib Dead Load -93 Ib 365 to 961 Ib 5 Ib Total Load -91 Ib 417 Ib 1110 Ib 29 Ib Uplift(1.SF.S) -111 Ib 0 Ib 0 Ib -21 Ib Bearing Length 0.00 in 1.13 in 1.13 in 1.13 in BEAM DATA Left Center Richt A -28 - sn - Zn--=� Span Length 2 ft 5 ft 2 ft Unbraced Length-Top O ft 0 It O ft Unbraced Length-Bottom 2 ft 5 ft 2 ft. __.__ _ --- ' -- -- UNIFORM LOADS 1-eft -Center h - STEEL PROPERTIES C12x20.7-A36 Uniform Live Load 0 plf 0 plf 0 plf Uniform Dead Load 0 plf '0 plf 0 plf Properties: Beam Self Weight 21 plf 21 plf 21 plf Yield Stress: Fy= 36 ksi Total Uniform Load. 21 plf 21 _plf 21. _plf. Modulus of Elasticity: E= 29000 ksi POINT LOADS-CENTER SPAN - - - - - Depth: d= 12 in Load Number One Web Thickness: tw= 0.28 in Live Load 90 Ib Flange Width: bf= 2.94 in. Dead Load 526 Ib Flange Thickness: If= 0.5 in Location 3 ft Distance to Web Toe of Fillet: k= 1.13 in RIGHT SPAN Moment of Inertia About X-X Axis: Ix= 129 in4 Load Number One Section Modulus About X-X Axis: Sx= 21.5 in3 Live Load -90 Ib Plastic Section Modulus About X-X Axis: Zx= 25.6 in3 Dead Load 526 Ib Design Properties per AISC 13th Edition Steel Manual: Location 0.67 ft Flange Buckling Ratio: FBR= 2.93 Allowable Flange Buckling Ratio: AFBR= 10.79 Web Buckling Ratio: WBR= 34.54 Allowable Web Buckling Ratio: AWBR= 106.72 Controlling Unbraced Length: Lb= 5 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 3.32 It for Eqn. F2-2: Lr= 12.13R Nominal Flexural Strength wl safety factor. Mn= 42372 ft-Ib Controlling Equation: F2-2 Web height to thickness ratio: h/tw= 34.54 Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 63.58 Cv Factor Cv= 1 Controlling Equation: 62-3 Nominal Shear Strength w/safety factor: Vn= 43769 Ib Controlling Moment: -444 ft-Ib Over right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)1,2,3 Controlling Shear: 652 Ib At left support of span 3(Right Span) Created by combining all dead loads and live loads on spans Comparisons with required sections: Read Provided Moment of Inertia(deflection): 0.14 in4 129 in4 Moment: -444 ft-Ib 42372 ft-Ib Shear: 652 lb 43769 lb Commonwealth of Massachusetts \ et 'a 1 City of Salem 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595x5641 Nr T Return card to Building Division for Certificate of Occupancy Permit No. B-14-1387 in IN FEE PAID: $445.00 PERMIT TO I L D DATE ISSUED: 8/26/2014 This certifies that PARK TOWERS IV L.L.C. has permission to erect, alter, or demolish a building _217.ESSEX STREET Map/Lot: 350251-0 as follows: Other Building Permit V,WIRELESS TELECOMMUNICA TIONS EQUIPMENT ON ROOF TOP COLLOCATION .y�14 r, �y�l 3ti t :_ 5 R Contractor Name: CHARLES F. WEBBERLY DBA: STRUCTURE CONSULTING Contractor License No: CS-078543 } r 8/26/2014 Building Official ,i `` ... Date w ,l 0 4iW =14 This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance.The Building Official may grant one or more extensions not to exceed six months each upon written re t. All work authorized by this permit shall conform to the approved applicatiyoyn and the approved construction documents for which this permit has been granted. i :7' li�l'„ Ii3T9.r tiS rjL�Ir x „Aj2 All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. .!.'$ .. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. g Rr H IC#: "Persons contracting with unregistered contractors do not have access to the guaranty fund”(as set forth in MGL c 142A). Restrictions: ' 7 Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. McLane, Graf, Raulerson & Middleton Professional Association OFFICES IN: 300 TradeCenter,Suite 7000 1 Woburn,MA 01801 MANCHESTER CONCORD Tel: 781.904.2700 1 Fax: 781.904.27011 www.melane.com PORTSMOUTH WOBURN,MA CAROL J.HOLAHAN Direct Dial:781-904-2684 Email:carol.holahan@mclane.com Admitted in NH and MA August 18, 2014 Via FedEx—TRK# 7708 5889 7913 Mr. Thomas J. St. Pierre Inspectional Services Director City of Salem Inspectional Services Department 120 Washington Street Salem, MA 01970 Re: Commercial Building Permit Application by Bell Atlantic Mobile of Massachusetts Corporation d/b/a Verizon Wireless ("VzW") for Collocation of a Rooftop Wireless Service Facility at 217 Essex Street, Salem, MA Dear Tom: The purpose of this letter is to deliver to you VzW's application and supporting materials for a commercial building permit for the collocation of wireless telecommunications equipment at 217 Essex Street. As you are aware, both the Design Review Board and the Salem Redevelopment Authority have approved this project. Consistent with our recent correspondence and application of federal law, you have determined that this collocation project can now proceed by building permit only. In support of this application, VzW has enclosed the following materials: • Application for Permit to Build; • Plans; • SRA Approval; • Letter of Authorization; • Structural Analysis; • Certificate of Liability Insurance; • Worker's Comp certificate; • Contractor information; • Construction Control Affidavit; and • A check in the amount of$445.00,payable to the City of Salem. Page 2 August 18, 2014 Please do not hesitate to contact me if you should require any additional information. Thank you for your assistance with this matter. Very truly yours, Carol. J. Holahan CJH Enclosures cc: B. Gill (w/o enc.) 8133730_1 docx 96219 A� CERTIFICATE OF LIABILITY INSURANCE D/23/ 014 7/23/2014 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(ies)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). PRODUCER CONTACT Brad Sano Tarpey Insurance Group PHONE (617)527-6070 FA% ,I61TI52]-1900 di 343 Washington Street E.MUL .brad®ta Dq rpeyinaurance.com INSURER s AFFORDING COVERAGE MAIC P Newton MA 02458 INSUMRANorfolk & Dedham 23965 INSURED INSURER B Structure Consulting Group, Inc. INSURERC: 49 Brattle Street INSURER o': INSURER E: Arlington MA 02474 INSURER F: COVERAGES . CERTIFICATE NUMBER:2013-2014 w/o WC REVISIONNUMBER: - 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 BY PAID CLAIMS. IDDLISUBRI LTR TYPE OF INSURANCE A POLICY NUMBERPOLICYEFF MIO�LICY EXP LIMITS GENERALUABILITY EACHOCCURRENCE S 11000,000 TXC,0MMERCAL GENERAL LIABILITY EMED MISES( ACLAIMSWADE � ME OCCUR 0105555 0/5/2013 0/5/2015 Ea occurten S 50,000 MED EXP(Anyona pawn) E 5,000 PERSONALAADVINJURY $ 1,000,000 GENERAL AGGREGATE S 2,000,000 GEHL AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPgP AGO $ 2,000,000 X POLICY PKC` LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 A ANY AUTO BODILYINJURY(Pe,pH.) $ 20 DDD ALL OWNED X SCHEDULED 30223215 /6/2014 /6/2015 AUTOS. AUTOS BODILYIWURY(Peracotlm0 $ 40,000 X MIRED AUTOS X NON.OWNED PROPERtt DAMAGE AUTOS Pecae6penl S X UMBRELLA LIAR XMed I P."m. $ 5 000 OCCVft EACH OCCURRENCE S 5,000,000 A EXCESS LIAB CLAIMS4IADE AGGREGATE $ 5,000,000 DED I X I RETENTION$ 10,00 09084175 0/5/2013 0/5/2014 S WORKERS COMPENSATION I WC STAT0. OTC- ANDEMPLOYERTLLLBIUtt YIN ANY PROPRIETORIPARTNEIVEXECLRNE $ OFFICEWMEMBER EXCLUDED? F NIA EL-EACH ACCIOEM (ManOatary in NH) E.L.DISEASE-.EA EMPLOYE S DESCRIPTIOPi10yyes, eN OF O F OPEMTIONS peluw E.L.DISEASE POLICY LIMIT E DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Ankh ACORD 101,AEEiBpnal Rema,Ls SchMule,K mote space Ie nqulreU) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORRED REPRESENTATIVE M Tarpey, VP, CSC, LI ACORD 25(2010/05) ©1BBB-2010 ACORD CORPORATION. All rights reserved. IN5Dz51on,nn�,n, The ArnQn —rkc„F nrnan The Commonwealth ofMassachusem Department oflndustr&lAceidents Office ofInvestigadons 600 Washington Street Boston,MA 02111 If sgoylaa Workers' Compensation Insurance A1Hdavits Builders/Contractors/Electridans/Plumbers A Heant Information /� Please Print L bl Name(ButsmewOrgani=On%divi&W):_S�tUc �i A �'7 DUD Address: �Ic( Ci /St Wzi �C��Yl \ (� Oa`{1y Phone#: `61 -_7 q I -7 -7 y Are you an employer?Check lie appropriate box: i I am a employer with 315 4. (] I am a general contractor and I T of Pru/act(required): employees(full and/or part-time):• have hired the sub-con6. 0 New construction 2.0 I am a sole proprietor or parmer- listed on the attached ghat 7. ship and have no employees Tbew sub-contraeton have El Remodeling 8' working for me in any capacity employees and have workers' Demolition [No workers'comp.insurance comp•insurances 9. 0 Building addition 3.[ required] 5. 0 We are a cotporstion and its 10.0 Electrical r 1 1 am a homeowner doing all work officers have exercised their ePaics or addi ons myself.[No workers'comp. right of exemption Per MGL 11,0 Plumbing repairs or additions insurance required,]t c. 152,§1(4),and we have no 12.0 Roof repairs 3a.0 I am a homeowner actin as a �(]�( general contractor(refer to#4) employees.[No workers' 13 OtherjtLCQjm comp-insurance required] =''ny appitcmt that checkbox NI®tn also fill ow the wtkm below showing dtea wprk.- Home°wocn wbo suhwit bis afrdavit indicating they an doing all work and co�'shodoohry wfart ahm. eavt Dacron ttcheck this bine mun.Wehed ao additional sheet showing the..me of theouttide coonecctoo Must submit a new af5davn iodieatiog such. yem If the sub-conaactax have cmployeea,they an provide their workm'comp,Policy mtmber.and arta whether ar not those eadtiea hove I am an employer shat is providing workers'compensation insurance or infonnadon• II f Ory employees Below is the policy and Job site Insurance Company Name 1 1? I(e 11 a Policy#or Self-ins,Lia#: An (AUE Cn, G cP(n5 i Expiration Date:—) - 3 - VT Job Site Address: City/State/Zip: Attach it 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 fine up m the imposition of criminal m E 1,500.00 and/or one-year imprisonment,as well as civil penalties of a o}'up m $250.00 a day against the violator. Be Penalties n the form of a STOP WORK ORDER and a fine advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for nsurance coverage erification. f do hereby eeTd&undo the pains and red ury that the information provided above Is true and correct i Official are only. Do not write in this area,W be completed b c y Iry or town ofJlcia[ L6.0ther r Town- Permit/Ulcense# g Authority(circle one): rd of Health 2. Building Department 3.Cit Clerk 4. Electrical Inspector S. Plumbing Impactor ct Person: Phone #: t Massachusetts -Department of Public Safety Board of Building Regulations and Standards Cnnctruction Supemcnr License: CS.07;z CHARLES F WEBBERLY" 3NORTH1: r z READING MA O1167_ w• - �- expiration Commissioner 07/2012015 CITY OF SALEM, NLxSSACHUSEITS BL•ILDING DEPARTNOiNT p• 120 WASHLNGTON STREET,3r'PLoo& „ a� TEI_ (978) 745-9595 F.tir(978) 740-9846 KimBERLEY DRISCOLt T 1�1s�YOR �Iolw�s Sr.PtERRE DIRECTOROF PUBLIC PROPERTY/BUU-DL\GCONLNIISSIONER CONSTRUCTION CONTROL DOCUMENT Project"fide: Salem 5 MA Date: 08/14/14 Project Location: 217 Essex St, Salem MA, 01970 Scope of Project: verizon Wireless telecommunications facility installation on existing lSualding.. Install-aneeanas 6 generator on rooftop and install associated radio equipment inside new equipment room within building. In accordance with SECTION heAKedition of the Massachusetts'State Building Code: ( Daniel P. Hamm Mass.Registration Number 40720 being a registered professional Engineer/Architect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [ ] Entire Project [ ] Architectural [ ] Structural ( j Mechanical [ ] Fife Protection [ ] Electrical [x] Other(specify) Entire project for the above named project and that to the best of my knowledge,such plans,computations and specifications meet the applicable.provisions of the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. Furthermore,I understand and AGREE that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceedOg in accordance with the documents approved by the building permit and shall be responsible for the following as specified in section 116.2.2: 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit,and approval for the conformance to the design concept. 2.. Review and approval of the quality control procedures for all code-required controlled materials. 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,in general, if the work is being performed in a manner consistent with the construction documents. I shall submit periodically, in a t'ant acceptable to the building official,a progress report together with pertinent comments. Upon completion of the work, 1 shall submit to the building official rt as to the satisfactory completion and readiness of the project for occupancy. OF DANIEL P. yc Signature and Seal of registered professional: - HAMM ` V y No. �b vONAL �� Commonwealth of Massachusetts Citv of Salem V 9 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595x5641 NY.° Return card to Building Division for Certificate of Occupancy Permit No. 8-14-1387 PERMIT T O BUILD FEE PAID: $445.00 DATE ISSUED: 8/26/2014 This certifies that PARK TOWERS IV L.L.C. has permission to erect, alter, or demolish a building 217 ESSEX STREET Map/Lot: 350251-0 as follows: Other Building Permit WIRELESS TELECOMMUNICATIONS EQUIPMENT ON ROOF TOP COLLOCATION Contractor Name: CHARLES F.WEBBERLY DBA: STRUCTURE CONSULTING Contractor License No: CS-078543 L4A / 8/26/2014 Building oIKA Date This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance.The Building Official may grant one or more extensions not to exceed six months each upon written request. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. HIC#: 'Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Restrictions: Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. Commonwealth of Massachusetts t a City of Salem 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 x5661 -• a n Return card to Building Division for Certificate of Occupancy Structure CITY OF SALEM BUILDING PERMIT Excavation PERMIT TO BE POSTED IN THE WINDOW: .oma Footing INSPECTION RECORD Foundation Framing Mechanical Insulation INSPECTION: BY DATE Chimney/Smoke Chamber Final Plumbing/Gas Rough:Plumbing Rough:Gas Final - - - Electrical Service Rough i Final owl Fire Department Preliminary - -- Final Health Department Preliminary Final �K 2i z s�$ c� $Zi2c� o _ � � The Commonwealth of Massachusetts -' � Department of Public Safety � Massachusetis State Building Code(780 CMR) ,_,� BuIIding Permit ApplicaHon for any Building other than a One-or Two-Family Dwelling 1 (This Section For Official Use Only) � � Buflding Permit Number: Date Applied: Buflding Official: �._� SECTION 1:LOCATION(Please indicate Block#and Lot#For IocaHons for which a street address is not available) 217 Essex Street Salem 01970 N/A No.and Street City/Town Zip Code Name of 9uilding(if applicable)� � SECTION 2:PROPOSED W02K Edifion of MA State Code used_ If New Construction check here O or check all that apply in the hvo rows below Existing Building❑ Repair❑ Alterafion ❑ Addition❑ Demolition O (Please fill out and subaut Appendix 1) Change of Use ❑ Change of Occupancy ❑ Other � SpecifyEligible Facilities Request/Rooftop telecom facili Are building plans and/or construction documents being supplied as part of this perntit applicaflon? Yes � No ❑ Is an Independent Structural Engineering Peer Review required? Yes ❑ No � Brief Description of Proposed Work: . Verizon proposes to install wireless telecommunication equipment on the rooftop at 217 Essex Street,as further detailed on the attached Plans. Antennas and supporting equipment will be housed within a fiberglass faux chimney structure,and an equipment room located on the fifth floor of the building. SECTION 3:COMPLETE THIS SECTION IF EXIST[NG BIDLDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Exisfing Building InvesHgaHon and Evaluafion is endosed(See 780 CMR 34) ❑ Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA � Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.h.) NO CHA GE TO H IGHT/AR Total Area(sq.ft.)and Total Height(ft.) � SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 ❑ A4❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: EducaHonal ❑ F: Facto F-1❑ F2❑ H: Hi Hazazd H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institutional I-1❑ I-2❑ I-3❑ I-4❑ M: Mercantile❑ R: ResidenHal R-1❑ R-2❑ R-3❑ R-4❑ S: Storage Sl ❑ S2❑ U: Urility❑ Special Use�and please describe below: Special Use: Wireless telecommunications equipment/Eligible Facilities Request SECTION 6:CONSTRUCTION 1'YPE(Check as applicable) IA ❑ IB ❑ IIA ❑ IIBD IIIAO IIIB ❑ ND VA ❑ VB ❑ N/A � SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) � � N/A Debris Removal: Water Supply: Flood Zone Informarion: Sewage Disposal: Trenc Permit , Public❑ Check if outside Flood Zone❑ Indicate munici al❑ A h'ench will not be Licensed Disposal Site❑ • � Private❑ or indenrify Zone: N�'4 or on site system❑ �equired�or trench or specify: N�A .. perntit is enclosed❑ � Rail[oad right-of-way: Hazards to Air NavigaHon: MA His[oric Commission Review Process. , Not Applicable� Is Structure within airport approach azea? Is their review completed? or Consent to Build enclosed❑ Yes O or No� Yes❑ No ❑ N/A " SECTION 8:CONTENT OF CE2TIFICATE OF OCCUPANCY Editlon of Code: Use Group(s): Type of Construcrion: Occupant Load per Floor. . Dces the building mntain an Sprinkler System?: Special Sfipulations: �� -rli�yJ�ti /h�— 13—a-a�Fd SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner Park Towers IV, LLC 100 Washington Street,Office#t Salem 01970 Name(Print) No.and Street City/Town Zip Property Owner Contact Information: Please see letter of authorization attached. � Tifle Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the proper[y owner hereby authorizes McLane Middleton, P.A.,as attomey for Verizon Wireless 900 Elm St. Manchester NH 03101 Name Street Address City/Town State Zip to act on the ro e ownef s behalf,in all matters relative to work authorized b this buildin emdt a lication. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendis 2) IE buIldin is less than 35,000 cu.h.of enclosed s ace and or not under Conshvction Control then check 6ece�and ski Section 10.1 10.1 Re 'stered Professional Res onsible for ConstrucHon Control Daniel P. Hamm, Hudson Design Group 978-557-5553 40720 Name(Registrant) Telephone No. e-mail address Registration Number 1600 Osgood St North Andover MA ��645 Civil Street Address City/Town State Zip Discipline Expiration Date 102 General Contractor Structure Consulting Group Company Name Charles F.Webberly CS-078543 Name of Person Responsible for ConsWcrion License No. and Type if Applicable 49 Brattle Street Arlington MA 01845 Street Address City/Town State Zip 781 791_ 7724 � cwebberly@structureconsulting.net Tele hone No. usiness Tele hone No. cell e-mail address SECTION 11:WORKERS'COMI'ENSATION INSUAANCE AFF[DAVIT M.G.L.c.152. 25C 6 A Workers'CompensaHon Insurance Affidavit from the MA Deparmient of Industrial Accidents must be completed and , submitted with this applicaflon. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a si ed Affidavit submitted with this a lication? Yes� No O SECTION 12:CONSTRUCTION W STS AND PERMIT FEE Item Estimated Costs:(Labor and MateriaLs) Total Construction Cost(from Item 6)_$ 200,000.00 1.Building $ 200,000.00 $11per$1,000 Building Permit Fee=Total Construction Cost x_(Insert here 2 Electrical $ appropriate municipal factor)_$ 3.Plumbing $ 4.Mechanical (HVAC) $ . Note:Minimum fee=$ N�'4 (contact municipality) S.Mechazucal Other $ Enclose check payable to City of Salem,$2,200 � 6.Total Cost $ 200,000.00 (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the informaflon contained in this applic 'on is e curate to the best of my knowledge and understanding. Tyler P. Haynes Attomey for Verizon Wireless 603 _628 _ 1405 12/OS/2016 � McLane Middleton, P.A. Please print and sign name TiUe Telephone No. Date 900 Elm Street Manchester NH 03101 Sfreet Address City/Town State Zip Municipal InspeMox to fill out this section upon applicaHon appcoval: ""w � �% Name Dat � � � + ,e�� `'ztl�:,��n R��cie�elc��itirt� � Autl�o�rit;: � Salem Redevelopment Authority Decision December 9, 2015 217 Essex Street: Discussion and vote on proposed revisions to Verizon rooftop wireiess antennae installation SRA Dacision At ks meeting on December 9,2075,the SRA voted unanimously(3-0)to approve the proposed the instaliation of wlreless arrtennas on the roof of 217 Essex Street,as recommended by the Design Review Board,and as shown in photo simulations and plans submitted to the SRA dated November 10,2015. Approval is conditional upon the folfowing: . The faux chimney shall be set back 4 inches from the parapet; • the balustrade shall be desiened and constructed in such a way as to match the eziating balustrade on the 6ack of the building; and I . that the la�guage in the SRA decision from July 9, 2074 regarding installation of gas run-ups shall remain in force: � . "...the proposed vertical gas run-up to be installed on the wail of the south facing elevation shall be patnted to resemble the � building'a shade,and will be installed at or as close to the seam ° oi the two buildings as possible." Recommendatlon At its meeting on November 17, 2015 the DRB unanimously voted to recommend approval of the propos� rooftop wireless antennae installation subject to the following: • The faux chimney shali be set back 4-6 inches from the parapet, • the baluslrade shall be designed and constructed in such a way as to match the existing balustrade on the back of the building, and • that lhe language in the decision from July 9,2014 regarding installation of gas run-ups shall remein in force: • "...the proposed vertical gas run-up to be installed on the wall of the south facing elevation shall be painted to resemble the building's shade, and will be installed at or as close to the seam of the two buildings as possible." Proposal Last year, the DRB recommended approval of a wireless antenna installation atop the roof et 217 Essex Street. The installation would expose three to four antennas � ��ller�i � Kc:ci�ve(opz�ienC Autll��rity and they wouid be supported by steel breces, conditional upon the antennas being painted warm grey to match the steel braces, and that the breces were lowered as much as possible so as to be as inconspicuous as possible. The recommendation was subsequently approved by the SRA. The applicant is returning to the boards to revise its proposal. The applicant seeks to shelter the antennas in a 12 ft. high faux fiberglass chimney made to look like the same brick used on the building,to be installed at the southwest comer of the roof. Each side would be 5'10"in width. A white balustrade would be constructed at the roofline to screen mechanicals and other raof elements. It would meet the chimney's edge. Enclosed is a caver letter, plans, and photo simulations of the proposed project. Staff Comments The applicant was compelled to revise its project because the City's Historical Commission rewmmended the use of a faux chimney when this project was onginally proposed. The DRB rejected the faux chimney that was proposed for the original project. The Massachusetts Historical Commission (MHC)is wmpelling the applicant to have a project thel is approved by all local Boards. The project that is before you now is a result of conversations beriv�n a select group of DRB and Historical Commission members who agreed that the use of an appropriately sited and construded faux chimney,with a balustrade, could be acceptable. The Historical Commission on Wednesday, November 4�'approved of the project as it is now being presented to the SRA. � � � , ; Park Towers IV,LLC ' c/o Old Boston PropeRies � !00 Washington Street,O�ce#1 � Salem,MA 0]970 � January�,2014 � ! f I Planning Boazd � Zoning Board Code Enforcement Officac City of Salem , Ciry Hall 93 Washington Street Salem,Massachusetts Q1970 Re: Authorization of Bell AHantic Mobile of MassachnseHa Cornoration LTD d/b/a Verizon Wirelesa Ladies and(}enUemen: The undersigned,as lessor of premises in tha City of Salem,described as 217 Esseac Street,hereby authocizes Bell Atlantic Mobila of Massachusetts Corporadon LTD d/b/s Verizon Wireless,and its employees,agents,and consultants,to seek approval&om tha City of Salem (including a building permit,zoning relief,site plan review,and special permit)in connecrion with the construcGon and installalion of a wi[eless telecommunication facifity and support strucNres on the Property. ,Very truly yours, PARK'fOWERS IV, (�I.0 / 1� � ) � / /� „l t �' N��_��_- - Titl : fGi��,/,�C� --- 7370710 1.04C 96119 (REVISED) STRUCTURAL ANALYSIS REPORT For SALEM 5 MA 217 Essex Street Salem, MA 01970 Antennas Mounted to Penthouse Fa�ade and wlthin an FRP Enclosure; Equipment Room on the St" Floor , ��,' � �{ � S � � ,f^ ll�� ,-, 4 4 � w' �� .. c5i„ =M1�� Prepared for: verizon� 118 Flanders Road Westborough,MA 01581 Dated: November 17. 2016(Rev.41 October26, 2016 (Rev. 3) �,tHOFMq� October 27, 2015 (Rev. 2) � � September 21,2015 (Rev. 1) � � DANiEL P. yN HAMM �* AugUst 7,2014 � CIVIL y No.40720 Preoared bv: � 9F0/gtbp�� Hudson�a Design GroupuC � � 1600 Osgood Sfreet Bldg.20N Sulte 3090 Nodh Andover,MA 01845 (P)978.557.5553(F)978.33d.S5B6 www.hudsondesianarouplle.com Hudson��Ip)� Deslgn Groupuc V�/ �V SCOPE OF WORK: � Hudson Design Group LLC (HDGJ has been authorized by Verizon to conduct a siructural evaluation of ihe siructure supporting ihe proposed equipment located in the areas depicted in 1he latesi HDG construction drawings. , This reporf represents this office's findings, conclusions and recommendations pertaining to ihe support of Verizon's proposed equipmenT. This office conducted an on-site visual survey and floor of the above areas and floor investigation on September 7, 2016. Attendees included Sergio Anastacio (HDG - Assistant Project Manager). CONCLUSION SUMMARY: Building plans were not available and could not be obtained for our use. A limited visual survey of the structure was completed in or near the areas of the proposed work. Based on our evaluation, we have determined thai ihe existing strucfure IS CAPABLE of supporting the proposed Verizon equipment within or near the proposed locations with the following recommendations: • Sister the existing equipment room floor joisis with (2) 1.75"xl 1.25" Boise Cascade LVL's (3100 Fb.). • HDG recommends the contractor to verify ihe condition of the exterior brick walis prior to equipment installation. Repoint and repair brick as required. if field conditions differ from what is assumed in this report, ihen the engineer of record is to be notified as soon as possible. Further design may be required. Hudson� Deslyn Groupuc � O APPURTENANCES/EQUIPMENT CONFIGURATION: (Per RFDS dated 10/31/2016-Rev.5) (6)SBNHH-1 D658 Antennas(72"x11.9"x7.7"-Wt.40.6 Ibs. /each) (3) 813 RRH4x30-4R(27.6"x12"x9"-Wt. 57.21bs. /eachJ • (3) B66a RRH4x45(25.8"x12"x7,3"-Wt. 67 Ibs. /each) (3) B25 RRH4x30•4R(22"x72"x9.5"-Wt. 55 Ibs. /eaeh) (3) large Junction Box(22.98"x15.73"x10.25"-Wt.26.91bs. /each) (2) Baftery Cabinet(Wt. 31001bs. /each) (7) Galaxy Power System(Wt. 25081bs.) (4)Mod Cell Cabinefs(Wt. 1107 Ibs./each) (2)Alr Handling Units(Wt. 250 Ibs./each) (1)35KW Naturol Gas Generator(Wt.24001bs.) ' (1)Gas Booster(Wt. 5001bs.) 2 Condenser Units Wt. _ ( ) ( 3001bs./eaeh) Hudson� Desipn Groupuc � � DESIGN CRITERIA: 1. Massachusetts State Building code, Sth edition and ASCE 7-05, Minimum Design Loads for Buildings and Other Structures. Wind Analysis: Reference Wind Speed: 110 MPH (780 CMR 1604.10) Exposure Category: 8 �ASCE 7-OS Section 6.5.6.3) Roof: Ground Snow, Pg: 45 psf �780 CMR 1604.10) Occupancy Category: II (ASCE 7-OS Table 1-i) Importance Factor (I): 1.0 (ASCE 7-OS Table 7-4) Exposure Factor (Ce): 1.0 (Partially Exposed,Table 7-2) Thermai Factor �Cf�: 1.0 (ASCE 7-OS Table 7-3) Calculated Flat Roof Snow Load: Pf=0.7'Ce'Ct"I"Pg: 31.5 psf �ASCE 7-OS Equation 7-1) 2. EIA/TIA -222- G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures County: Essex Wind Load: 110 mph Ice Thickness: 1 inch 3. Approximate height above grade to the top of the antennas: 81'-0"+/- (Alpha sector) 77'-0"+/- (Beta &Gamma sector) Hudson� Desiqn Groupuc � � EXISTING ROOF CONSTRUCTION: The roof system appears to consist of a roofing membrane over rigid insulation over wood planks supported by wood joists. The joisis are supported by a system of steei beams, steel columns, and masonry bearing walls. EXISTING EQUIPMENT FLOOR CONSTRUCTION: The floor appears to consist of 3/4" T&G pianks over 3"xl 1.5" wood joists supported by steel beams and exterior masonry walls. ANTENNA/ RRH SUPRORT RECOMMENDATIONS: • The new Alpha sector antennas are proposed to be mounted on new pipe masts secured to the penthouse fa�ade with epoxy anchors. The Alpha sector RRH's are proposed to be mounted on new unistrut components secured to the penthouse fa�ade with ihru-bolts and backer plates. • The new Beta and Gamma sector antennas and RRH's are proposed to be mounted within a new FRP enclosure located on the roof over masonry bearing walls and a new steel beam. GENERATOR SUPPORT RECOMMENDATIONS: The new generator is proposed to be located on a new steel framed platform with stub ups locate over the building's steel columns and exterior walis and epoxy anchors into the existing parapet wall. EQUIPMENT SUPPORT RECOMMENDATIONS: The new equipmeni is proposed to be locaTed in The new equipment room located on the fifth floor. Reference the latest HDG construction drawings for fioor upgrades and details. Limitations and Assumptions: l. Reference the latest HDG drawings for all equipment locations and details. 2. Mount all equipment per manufacturer's specifications. 3. HDG is not responsible for any modifications completed prior To and hereafter which HDG was not directly involved. 4. All sfructural members and their connections are assumed to be in good condition and are free from defecis with no deterioration To its member capacities. 5. If field conditions differ from what is assumed in this reporf, then the engineer of record is to be notified as soon as possible. Hudson� Desipn Groupuc � � LOCAiION OF PROPOSED EQUIPMENT: ;# � �� T ''; � � �t t M � ,��g n . �. ,.� ' ' � ?" �� 3* 4 Xr �' ,��m� lii � ;., t .. k a.' :. . ,� .,�" �. .* a` '� ' i � � ''� � � 7- gp �9�* .. . . . �t .'� `"'3x�,�"' ;�, �''R�� -F— ' v � :ar � ��° �. t � .': F a ;,�.. � e-'� ��"cz �_ v:.,':;�..-'�`+�'i` •. cy. _ � ( �' � i"`� , � � ,�.: .,��i� � ��f � �� I '�...�� '�" - � I�.�.�: `-�..., „"."'. Photo 1: Photo illustrating the location of the proposed Alpha sector antennas. x� � ��' � �' � �= v �� ' , � _. ` �. ;, � � �``:,:. , Y .�' � •3.�°Fck�_ �, '�� y�� s` , � 'yar � �`::`" �,� ,. , - ^'� ��'r.'�"';�^ «w w. e": . ^.. .rt�... �g<. Photo 2: Photo illustrating the location of the proposed Beta &Gamma sector antennas. Hudson�� Desipn Groupuc V��J �, �,; � �� .I r�� ; .-.. M:.ax :S` ,.r ;,� .,,.. .��b, >, � � `i�T9 r '� ;,�- �.. � ,� � '.:' _� ' �„�, 'a` �� - �,�� - -•;. �,' ,r� Photo 3: Photo iliustrating the location of the proposed generator and condensers. � � ��., �, ^' . _- � ��uu ', � � � u �. � - �-----�.-.,�.,.-.,., 4, ; MeaR�ll�iiq+,�..i...��..-..:�,.....4, - •� - _ ..,j... �. � ` N � �•,' v �� . .T� �� ex.tia�... /� ,i ' � '. y I�Y: �a:r<yyy� /� '�. i � �I� �� A� S�PC � �.i Y � � w��, �� G •'� ! >�,�"�"�—= � ,,!<'o � "�+�" . . � -.r� ""�^*sq� �" �'� ... �. .'[7•� � �� =-..., " �"�^ � j+ ` � «..�. . u � �,•� ,. ��T��p� 4 ..... � � � r .. � � Photo 4: Photo illustrating the location of the equipment room floor construction. Hudso� Deslyn GroupLLc � � Equipment Room Floor Calculations zo'-a•: Ex15rINc a'na" STEEL COIUMN (BELOwJ _ ��_— �. � _ _ � � �_. � _ _ � ._. � �.. .._ � � � .._ .,.— —_ ��.. � � �T'- ��Z?d� i _ :ZSO8�� '_ :—_ ,__ - ,—. � - '— — ^. �—� — �:-_-�_^ — T EXISTING 3"xiY' RAt7ER5 � "'""" � I�'2 O.C, (iYP.) m C?)t1.TX 1�.2$LV( �?� � — �� i _..e.., ^ c� u,sxu.isu.t r�`rr.�iuor�r - i�o, ��o�� 6�o-x� ,—_ � ��+r�i �— — —. ExI571NG � � - _— � � �� - i Wi2"a4"xfJ/8' ' � 'f _ _ � � . �""'_' """'" _�-_,�.-- ' ...'—: �. (BELOWJ _ —� _. .�. .. _ --_�_,— . . . ;�.5� -_ .�__ �. _ _ I � � � . � ' `E%ISTING 4 i4' E%iS�ING 6"x4" E%ISTING FIF'�M STEEL WI.UMN STEEI COWMN F�OOR WALLS (BfLOW) (BELOw) 20'-b't � EXISTING FRAMING PLAN , SCALE: N�.T.S, $K ProJect:Salem 5 MA � osao � Andrea Agudelo•Project Englneer / Locetlon:Fioor Jolet(Wllh EqulpmenQ , . Hudaon Design Oroup LLC Multl-Loeded MultbSpen Beem 1800 Ospood Street,Suite 2-101,Bldg.20N ,� [2008 Intemalionel Bullding Code(2005 NDS)] North Andover,MA 01845 3.OINx11.61Nx20.OFT q2•Spruce•PIne�Fir-Dry Use StruCelc Verelon 8.0.113.0 10/28/2078 2:44:40 PM Seetion Inadequata By:91.4%, LOADING DIAGRAM Controlling Factor:Momant/Depth Required 13.781n. DEFLECTIONS Center � Llve Loed 0.08 IN L/2858 � Dead Loed 7.13 In Totel Load 1,22 IN U187 + live Load DeFlectlon CAteda;11380 Totel Loed DeFlection Criterla:L/240 � � II � 4 5 �i REACTIONS g B � 7 � � e � Live Loed 128 Ib 214 Ib -. � DeadLoad 2843 Ih 1076 Ib i�`� - "�`,: ,'�',a=�, ��.„:,� .,,- �� Total Loed 2888 �b 1281 Ib � Bearing lenglh 2.33 in 1,01 In �I� BEAM DATA Center . . . ._.. ._ .sa k ._.. . Span Length 20 ft Unbraced Length-Top 0 k Unbreced Length-Bottom 20 fl , Llve Loed Duretlon Faclor 1.00 �INIFORM LOADS Center � Notch Deptb 0.00 UNform Live Load 0 plf , MATERIAL PROPERTIES Unlfortn Dead Load 14 plf q2-Spruce-Plne-Fir Beam Self Walgbt 6 plf Base Values qdiusted Total Unlfortn Loed 20 plf Bending Stress: Fb= B75 pel Fb'= i 1B1 psi POINT LOADS-CENTER SPAN Ctl=0.90 CF=7.50 Load Number One Jy� Three Four Five i� Shear Stresa: Fv= 735 psl Pv'= 135 psi Lfve Loed 0 Ib 0 Ib 0 Ib 0 Ib 0 Ib 0 Ib � Cd=1.00 Dead Load 1017 Ib 1017 Ib 248 Ib 492 Ib 482 Ib 246 Ib Modulue of Elesticity: E= 1400 ksl E'= 1400 ksi LocaHon 0.87 fl 2.5 k 5.87 N 8.25 ft 11 ft t3.58 ft Min.Mod.of Elasticity: E_min= 510 ksi E min'= 510 ksi TRoPE201DAL LOADS FNT R PAh Comp.1toGraln: Fc-1= 425 pai Fc-1'= 425 psi LoedNumbar One 7y�Q Controlling Moment: 8554 N•Ib Left Live Load 35.5 plf 35.5 pif �� BA t Left Dead Load 0 plt 0 If F from lek support of apan 2(Center Span) P Created by dead loads only on all spen(s). Right Live Loed 35.5 plf 35.5 plf Contro�ling 3heer: 28471b Rignt Dead Load 0 plf 0 plf At e distance d from left su ort of s an 2 C n Loed Start 2.5 ft 13.58 ft PP p ( e ter Span) Load End 5.87 ft 20 ft Created by combining all dead loada and live loads on span(s)2 Load Lenglh 3.17 ft 8.42 ft Comparisons with�equlred sectlone: @@qQ rovided Sectlon Modulus: 88.9 In3 88,13 in3 Aree(Sheai): 29.41 In2 34.5 in2 Moment of Inertia(deflecUan): 462.23 In4 380.22 in4 Moment: 8554 tt-Ib 6509 k•Ib � Shear: 26471b 31051b NOTEg ProJecC Salem 5 MA vaee � Andres Agudelo-ProJect Englneer / Locetlon:LVL ReinMrcamant(Wlth Equlpment) ,�� Nudeon Deelgn Group LlC Multl•Loaded Multl-Span Beam 1800 Oegood Street SWte 2-101,Bidg.20N �2009 Internatlonel Building Code(2005 NDS)] North Mdover,MA 01846 � (2)1.751Nz11.231Nx20.OFT Versa-Lam 3100 Fb-Boise Cascede SecOon Adequate By:24.7% StruCalc Verelon 8.0.113.0 10/28l2018 2:00:30 PM Conlrollin Fector:Deflectlon CAUTIONg 'Laminetlone ere to ba full wnnected la provide uNtorm Vanefer of loeds to ell membere �IEFLECTION3 Cette� L,OAOINGDIAGRAM � Liva Load 0.08 IN U4149 � � � Dead Load 0.74 In Tolal load O.BO IN L/289 � Live Load Deflectlon Ctltede:L/380 Total Load Deflecllon CAtede:L/240 t REACTIONS 8 � p Live Load 128 Ib 214 Ib a s Oeed Load 2895 Ib 1128 Ib �. � � � z e Total Loed 3021 Ib 1343 Ib Beadn� Length 1.16 in 0.51 In ��^' � �..'. �'� BEAM�ATA Can xr Span Length 20 N - --- UnbrecedLengih-Top 0 ft �p1j � _ Unbreced Length-Bottom 20 N � � Llve Loed Duradon Factor 1.00 ' NOtCh Depth 0.00 MATERIAL PROPERTIES SlNIPQRM LOADS Cenler Versa-Lem 3100 Fb•Boise Cascade Unlform Live Load 0 pif Base Values d'ust Uniform Dead Load 14 plf Bending Stress: Fb= 3100 psi Fb'= 2810 psi Beam Saif Weight 11 plf � Cd=0.90 CF=1.01 Totai UNform Load 26 plf Sheer Stress: Fv= 2&5 psi Fv'= 285 pai POINT IOADS-CENTER SPAN � Cd=7.00 Load Number One Two Three Four Flve Sln , Modulus ot ElasBcity: E= 2000 ksl E'= 2000 ksi Live Load 0 Ib 0 IE 0 Ib 0 Ib 0 Ib 0 Ib i. Comp.1toGrain: Fc-1= 750 psi Fc-1'= 750 psl DeadLoad 10171b 10171b 2461b 4921b 4921b 2461b , Locatlon 0.87 ft 2.5 k 5.67 k 8.25 ft 11 fl 13.58 fl Conttolling Moment: 8807 ft-Ib TRAPEZOIDAL LOADB-CENTER 3PAN � 8.4 Fl from left support of spen 2(Center Span) Load Number One �,o Created by dead loads only on ell span(s). Lefl Live loed 35.5 pif 35.5 plf � Controlling Shear. 2711 Ib Left Deed Loed 0 plf 0 plf At a distence d irom left support of apen 2(Center Span) - Rlght Llve Load 35.5 plf 35.5 pif Created by combining ell deed loeds and live loada on span(a)2 Right Dead Load 0 plf 0 pH Load Stert 2.6 it 13.58 h Comparisons with requlred sactions: Rea'd Provlded Load End 5.67 k 20 fl Section Modulus: 37.61 in3 73.83 in3 Load lengih 3.17 ft 8.42 fl Area(Shear): 14.27 in2 39.38 in2 Moment of Inertia(deflectlon): 332.91 in4 415.26 in4 Moment: 8807 k-Ib 17289 ft-Ib Shear. 27711b 74811b NOTEg ProJeck Selem 5 MA � osea 'i Andres Agudelo-Project Enpineer / � Locetlon:Floor Jolst(With Power Plant 8 HVAC) Hudeon Deelgn Group LLC Multi•Loeded Multl-Span Beam � . 1800 Oegood SUeet,Sulte 2-101,Bldg.20N a [2008 Intematlonel Bullding Cade(2005 NDS)] North Andover,MA 01845 3.OINx11.51Nx20.OFT H2-Spruce-Pine-Fir-Dry Uae Sectfon Inadequete By:8.8% StruCelc Verelon 8.0.113.0 10/28/2018 3:06:19 PM i Controlling Fector:Moment/DepM Required 11.88 In. LOADINO DIAGRAM DEFLECTION$ live LoaE 0.18 IN V1280 Dead Loed 0.78 In Total Loed 0.97 IN U247 + Live Loed DeFlecOon Crlteda:U360 Total Load DeFlection Cdterle:U240 ! �I REACTIONS g � .( J, ] 4 LIVe Loed 298 Ib 237 Ib � �-� � �� ° v Dead Loed 864 Ib 826 Ib � ` �` � �� '�"� � _��"�� , � TotelLoad 7282 Ih 7083 Ib Bearing Leng�� 0.89 In O.B3 in BEAM OATA � Cep,�g ' xnn - Span Lenglh 20 ft � � Unbraced Length-Top 0 (t Unbreced Length-Bottom 20 R I.iva Load Duration Factor 1.00 UNIFORM LOAOS Cenler Nolch Depth 0.00 Uniform Live Load 0 plf MATERIAL PROPERTIES Uniform Dead Load 14 DI( #2-Spruce-Pine-FU � Beam Self Welght 8 plf Base Values Ad us ed Total Unifarm Load 20 plf Bending Streas: Fb= 875 psl Fb'= 1313 psi POINT LOADS-CENTER SPAN Cd=f.00CF=1.50 LoadNumber gpg Two Three �i Shear Siress: Fv= 135 psl FY= 135 psl llve Load 0 Ib 0 Ib 0 Ib 0 I4 Cd=1.00 Dead Loed 627 Ib 627 Ib 63 Ib 63 Ib Modulus o(Elaeticity: E= 1400 ksi E'= 140D ksl Locellon 6.83 ft 925 k 17.5 ft 19.5 fl Min.Mod.of Elastldry: E .min= 510 kei E min'= 510 ksl TRAPEZOIDAL LOADS•CENTER SPAN Comp.1toGrain: Fc-1= 425 pai Fc-1'= 425 psl �oadNumber One Two Controlling Momant: 7857 ft-Ib Laft Llve Loed 35.5 plf 35.5 plt 9.2 Ft from lek auppoA af span 2(Center Span) Left Dead Load 0 ptt 0 plf Created by combining ell dead loeds and Iive loads on apan(s)2 Right Live Loed 35.5 plf 35.5 plf CoMrolling 9hear: 12171b Right Dead Load 0 Dlf 0 plf At a dislance d hom left support of span 2(Center Span) Load StaA 0 R 9.25 ft Crealed by combining all dead loads and live loads on span(s)2 Loed End 6.83 k 17,5 k Loed Len th. 6.83% 825 R Comparisons wlth required seetione: � Provided Section Modulus: 77.84 In3 88.13 in3 Area(Shea�): 13.53 In2 34.5 in2 Moment of Inertie(deflection): 369.54 in4 380.22 In4 Moment: 7857 ft-Ib 7232 k-Ib Sheer. � 12171b 31051b � NOTES Project•Salem 5 MA vace Andres Agudelo-Pro�ect Engineer / Locadon:WL Relnforcement(Wlth Power PIaM&HVAC) Hudaon Deelgn Group LLC Multl•Loetled Multl•SDan Beam 1800 Oegood SUeet,Sulte 2•101,Bldg.20N o� [20�9 Intematlonel Bullding Code(2006 NDS)] NoAh Andover,MA 01848 (2)1.751Nx11.251Nx20.OFT Verea-Lam 3100 Fb-Bolse Cascade Sectlon Adequete By:54.8% . StruCelc Veralon 8.0.113.0 10@812018 2:BB:30 PM Controllin Factor:DeflecUon CAUTION9 'Laminations ere W be fully wnnected to provlde uniform�ansfer of loeds to all members DEfLECT1ONS Cgygr l,OADING OIAGRAM Live Load 0.12 IN U1998 Dead Load 0.53 In Totel Load 0.85 IN L/372 Live Load DeFlectlon Cdterle:LI380 Total Load Deflectlon Cdterla:Ll240 � BEACTIONS �4 B � y �. Live Loed 29B Ib 237 Ib � � Dead Load 1018 Ib 878 Ib � � . To1al Load 1314 Ib 1115 Ib � � ��,,�<�, .. BearingLength 0.50 In 0.42 In ��..�`.'. , '"E�'. BEAM DATA Cen r Spen Length 20 k - . �-. - ` "� ..� .. .--- UnbrecedLength-Top 0 ft _ =op UnbracedLength-Bottom �20 ft A B live Loed Duretlon Faclor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES UNIFORM LOAUS Center Verse-Lem 3100 Fb-Boise Cascade Uniform Llva Loed 0 plf Base Values AdJusled Uniform Deed Load 14 plf � Bending Siress: Fb= 3700 Dei Fb'= 3122 psi Beam Self Weight 11 plf Cd=1.00 CF=1.01 Totel Unikrm loed 26 pll Shear Stress: Fv= 285 p81 Fv'= 2&5 pei POINT LOA03-CENTER SPAN Cd=1,00 Loed Number One Two hree Four Modulus oi Elasticity: E= 2000 ksi E'= 2000 ksl Live Load 0 Ib 0 Ib 0 Ib 0 Ib Comp.1 to Grain: Fc•1= 750 psi Fc•1'= 750 pei Dead Loatl 627 Ib 827 Ib 63 Ib 63 Ib Locatbn 6.83 k 9.25 ft 17.5 fl 19.5 ft ConV011ing Moment: 8116 ft-Ib TRAPEZOIDAL LOAnc-CENTER SPAN 9.2 Ft from left support of apan 2(Center Span) Load Number One TyQ Created by combining ell dead loeda and Ilve loads on apen(s)2 Lett Live Loed 35.5 plf 35.5 plf Controlling Shear: 1265 Ib Lefl Deed Load 0 plf 0 plf At a distance d from left support of span 2(Center Spen) Right Live Laad 35.5 plf 35.5 plf Created by combining all dead loads and Ilve loeds on spen(s)2 Rlght Dead Load 0 plf 0 plf Comparisons with required aeetlons: g@p� provided Loed Start 0 k 9.26 ft Section Modulus: 31.19 In3 73.83 in3 Load End 6.83 k 17.5 R Load lenglh 6.83 ft 8.25 ft Area(Shear): 6.68 In2 39.38 in2 Moment of Inertia(daFlectlon): 288.03 in4 41528 in4 Moment: BN6 k•Ib 19210 ft-Ib Shear. 12651h 14811b NOTE3 Pmjecl:Salem 5 MA page � Andrea Apudelo-ProJact Engineer / Localion:Floor Suppotl Beam Hudeon Deeign Group LLC Mulli-Loaded MuIU-Span Beam � 1800 Oegood Street,Sulte 2-101,Bldg.20N ,� �20091ntemetlonel Bullding Code(AI&C 131h Ed ASD)] North Andover,MA 01845 A38 W 12x1 B x 13.5 FT Secdon Adequate By:89.8% StmCalc Verelon 8.0.113.0 10/28/2018 2:28:25 PM Controliing Fector;Moment � PEFLECTIONS Cenler LOADING OIAGRAM Llve Load 0.12 IN L/1338 Dead loed 0.15 In Total Load 0.27 IN Ll801 Live Loed DeOecllon CdteAe:U380 Total Loed Deflectfon Criteria:U240 REACTIONS $ � Live Loed 4131 Ib 4131 Ib z a Dead Load 4408 Ib 3723 Ib Total Loed 8539 Ib 7854 Ib 1. � � 4 Bearing Len Ih 0.85 In 0.85 In BEAM DATA Cenler .-. _._ _. . .., Spen Length 13.5 ft _ ��s� �� Unbreced Lenglh-Top 0 ft Unbreced Length-Bottom 13.5 fl $TEEL PROPERTIES W12x19-A36 UNIFORM LOApS Center UnlPorm�Ive Loed 812 plf PropeRies: Unl(ortn Deed Loed 250 plf . Yleld Stresa: Fy= 50 ksi Beam Sett Welght 19 plf Modulus of Elasticity: E= 29000 ksl Total UnlPorm Load 881 plF Depth: d= 12.2 in POINT LOA�S-GEurea coeu WehThickness: hv= 0241n LoadNumber 0� T� �gg �i Flange Width: bf= 4.01 In Live Loed 0 Ib D Ib 0 Ib 0 Ib Flange Thickness: tl= 0.35 In Dead Load 250 Ib 2000 Ib 2000 Ib 250 ib Distance to Web Toe of Fillet: k= 0.65 in Locatlon 1 N 5 ft 8.5 ft 10 k Moment of Inertia About X-X Axis: Ix= 130 In4 Section Modulua About X-X Axis: Sx= 21.3 in3 Plestic Sectlon Modulus About X•X Axis: Zz= 24.7 in3 Deelgn Propertiea per NSC 731h EdRion Steal Manual: Flange Buckling Ratlo: FBR= 5.73 Allowable Flange Buckling Retlo: AFBR= 9.15 Web Buckling Ratio: WBR= 46.38 Allowable Web Buckling Ratio: AWBR= 80.55 . Controlling Unbrecad Length: Lb= 0 ft Limiting Unbraced Length- �� for laterel-torsional buckling: Lp= 2.8 N � Nominal Flezurel Strength w/safety factor: Mn= 61627 ft-Ib Controlling Equatlon: F2-1 Web helght ro thickneas ratlo: hRw= 46.38 Limlting helght to thickness retlo for eqn.G2-2:h/tw-Iimit= 53.95 Cv Factor. ��_ � Controlling Equellon: G2-2 Nominal Shear Strength w/eafety fector: Vn= 573M10 Ib Controllinp Manent: 32508 ft-Ib �. 6.48 Ft from lek support of span 2(Center Span) Created by combining all deed loads and live loads on span(s)2 � Controlling Shaer. 85391b At left support of span 2(Center Span) Created by comDining atl Cead loede and live loade on span(s � Comparlsons wlth reqWred eectlona: $ggQ Providetl Momentof Inerlla(deFlection): 51.D3 in4 130 in4 Moment: 32508 ft-Ib 61627 ft-Ib Shear: 85391b 573401b NOTES � Load Breekdown: DeaC:Floor-20 psf x 12.75 k.=.250 plf Live=50psfz12.5fl.=612p1f (Conservative) Hudson� Deslpn Groupuc � � Alpha Sector Antenna Calculations Dafe: 11-17-16 ProJeef Name:SALEM 5 MA ProJeef Number. uu�sOn Deelynad By: AA Checked By: MSC DNlpn Group� � O 2.6.5.2 Veloclri Pressure Coeff: K� 2.01 (z/ze��° z= 81 (k) AIPHASECTOR =e= 1200 (ft) K, � 0.0 a= 7 Kzmin 5 Kz 5 2.01 Table 2-4 Exposure ZB � K„„i„ Ke B 1200 ft 7.0 0.70 0.9 C 900 ft 9.5 0.85 1.0 D 700 ft 11.5 1.03 1.1 2.6.6.4 Tonosrephic Factor: Table 2-5 Topo.Category K, f 2 0.43 1.25 3 0.53 2.0 4 0.72 1.5 K:e= I1+IKe Kt�Kn)�2 Kn=e�r•�HI � K,�= #D�V;�OI Kh= kDIV/01 Ke' 0 (from Table 2-4) flfCoteoory 1 then K�=1.0 K�= 0 (from Table 2•5) f= 0 (from Table 2-5) Category= 1 z= 81 H= 0 (Ht.of the crest above surrounding terrain) K„= 1.00 Date: 11-17-16 Project Name:SALEM 5 MA Project Number. HUdSOrI � Designed 8y: AA Checked By: MSC Gslpn GroupuOD ' 2.6J Gust Effect Faetor 2.6.7.1 Self Suoportioq�attice Structures Gh= 1.0 Latticed Struttures>600 ft Gh=0.85 Latticed Structures 450 ft or less Gh=0.85+0.15 [h/150-3.0] h=ht.of structure h= 68 r�Gh—0';85; 2.6.7.1 Guved Masts �= p;g§? �� ._ �_ _�___ 2.6.7.3PoleStructures Gh= '1.1? 1.6.9Avpurtenonces GIi= 1.OI 2.6.7.4 Structures Sunported on Other Structures (Caniilivered tubular or latticed spines,pole,structures on buildings(ht. :wldth raiio>SJ � � GIi='��'-' 1:35i Gh= 1.35 Date: I 1-17-16 Project Name:SALEM 5 MA ProjectNumber: HVCISOn �p Designed By; AA Checked By:MSC �p�Group�O 2.6.9.2 Desi n Wind Force on A urtenances H Dq F= qt*Gh'(EPA)A q� 0.00256*K�"'K��"Kd*Vmax��`� K� 0.930 _ _. _ , __,..,,,,, . Kxt= 1.0 ! LL p:= `27:38�, Ka= 0.95 Vmax 110 1= 1.0 7able 2-2 Structure Type Wind Directlon Probabilfty Factor,Kd Latticed structures with triangular,square or 0.85 rectangular cross sections Tubular pole structures, latticed structures with other 0.95 cross sections, appurtenances Determine Cf: If Iattice Structure See Manual If Tubular Pole Structure; Use Corrected Value from Table 2.7 Below C Round 18 Sided i6 Sided 12 Sided 8 Sided mph.ft <32 1.2 1.2 1.2 1.2 1.2 (Subcritical) 32 to 64 38.4/Cl'o 25$/C0.885 12.6/Co.s�s Z 99��o.zca 1 Z (Transitional) >64 0.6 0.65 0.75 1 1.2 (Supercritical) �=(��Kae"�K��o.sMV*D D =Outside diameter for rounds: 0.25 feet [�C= 26.53j Cf= 1.2 Dafe: 11-17-16 Projeci Name:SALEM 5 MA ProJect Number: HUdSOi� � Designed 8y: AA Checked By;MSC Dulpn GroupuOD Defermine Ca: Table 2-8 Foree Coefllelanta(Ca)for AppuAenaneas Member Type A$pa��Raflo 5 2.5 Aspect Ratlo=7 Aapecf Ratfo z 25 Ca Ca Ca Flat 1.2 1.4 2.0 Round C<32 (Subcritical) �'� 0.8 1.2 325C564 (Transitional) 3.76/(Co.aes) 337/��o.au) 38,4/(Cl.o) C>64 (Supercritical) 0.5 0.6 0.6 Aspect Ratio is ihe overall lengTh/width ratio in ihe plane normal to ihe wind direction. (Aspect ratio is independent of 1he spacing between support poinis of a linear appUrtenance, and ihe section lengih considered to have uniform wind laad�. Note: Linear interpolation may be used for aspect ratios other than those shown. Aoourtenances Heieht Wfdth Deoth Fiat Area Aspect Ca Force Ibs Ratio SBNHH•iD65BAntenna 72.0 11.9 7.1 5.95 6.05 136�299� 813RRH4x30-4R 21.6 12.0 9.0 �1:80� 1.80 1.20�_�80;! B66a RRH4x45 25.8 12.0 7.3 2,15 2.15 1.20;��951 625 RRFi4x30-4R 22,0 12.0 9,5 1;83 1.83 1.20�S� I Slfe Name; SALEM 5 MA Done by: AA Checked by: MSC Dole: 1 I/17/2016 H udson�� De�lpn GroupQ ICE WEIGHTCALCULATIONS Thickness of ice (in): 1.00 * Density of ice used =56 PCF SBNHH•1D65B Antenna B13 RRH4x30-4R Weight of ice based on total redial SF area: Weight of ice based on total radial SF area: Depth(in): 7.1 Depth(in): 9.0 height(in): 72.0 height(in): 21.6 Wldth(In): 11.9 Width(in): 12.0 Total weight of ice on object: 94 Ibs Total weight of Ice on object: 36 Ibs � Welght of ob)ect: 41 Ibs Weight of object: 57.2 �bs Combined weight of ice and object: 135 Ibs Combined weight of ice and object: 94 Ibs B66a RRH4x45 Junction Box Weight of ice based on total radial SF area: Welght of Ice based on total redial SF area: Depth(in�: 7.3 Depth(in�: 10.3 height(in): 25.8 height(in): 23.0 Width(In): 12.0 Width(in): 15.7 7otal weight of ice on object: 38 Ibs Total weight of ice on obJect: 49 Ibs Weight of object: 67 Ihs Weight of object: 27 Ibs Combined weight of ice and object: 1O51bs Combined welght of ite and object: 761bs 825 RRH4x30-4R Weight of ice based on total radial SF area: Depth(in�: g.5 height(in�: 22.0 Width(in): 12.0 I Total weight af ice on object: 38 Ibs �i Weight of object: 55 Ibs Combined weight of ite and object: 93 Ibs Project:Selem 6 MA(Rev.4) veaa Localion:Anlenna Su Andrea Aqudalo-Pro�eot Enginaer / pport Plpe(Alpha Sectoq Hudeon Deelgn Group LLC MWtl•Loaded MultiSpan Beam �� 1800 Oegood Slree6 Suite 2-101,Bldg.20N ,� �20091nternaHonal Bullding Code(AISC 73th Ed ASD)] NoAh Andover,MA 01845 Pipe 4 Std. x 8.0 FT(2+3+�)�qSTM A53-GR.B Sectlon Adequale By:321.0°� SWCaIc Verelon 8.0.113.0 11N7/2018 N:27:39 AM � Conlrolling Factot:Deflection � LOApING�IAGRAM . OEFLECTIONS L�,S Center R�hs Live Loed -0.03 IN 2L/1518 0.01 IN U2810 •0.01� IN 2LN884 � Deed LoaC 0.00 In 0.00 In 0.00 In Total Loed •0.03 IN 2L/1590 0.01 IN U2835 •0.01 IN 2L/1920 Llve Load DeflecGon Criterla:U380 Total Loed DeBectlon Ctlterla:V240 - REACTIONS e � Llve Load 200 Ib 100 Ib - Oead load 15 Ib 7 Ib . t Total Load 215 Ib i W Ib � Bearing Lenglh 0.29 in 0.28 In � BEAM DATA C er �ig�i� - �—' --.— .. SpanLength 2 ft 3 ft 1 ft �---z��. . ..�R��- " - �n---� UnOraced Lenglh-Top 2 k 3 ft 1 R Q� Unbreced I.englh-Botlom 2 tl 3 k t ft 3TEEL PROPERTIE8 Pipe 2 Std. -A53GR.8 UNIFORM LOAUS � Cenler i f 1 . Uniform Live Load 0 pif 0 plf 0 plf Propertlea: Uniform Dead Load 0 plf 0 pli 0 plf Steel Yield Shength: Fy= 35 ksi Beam Self Weight 4 pif 4 plf 4 pIf Modulus of Elasticity: E= 29000 ksl Totel Uniform Load 4 plf 4 plf 4 plf Tube Steel Section(X Azis): dx= 2.38 In POINT LOAD3-CENTER SPAk Tube Steel Saction(Y Axis): dy= 2.38 In Load Number Qng Tu6e Steel Wall Thickness: t= 0.143 In Live Load 300 Ib A�� A= 1 in2 Dead Load 0 Ib Moment of Inertia(X Axis): Ix= 0.83 in4 Location 1 it Sectlon Modulus(X Axis); Sx= 0.53 in3 PlasUc Section Modulus: Z= 0.77 in3 Desipn Propertlea per NSC 13ih Edition Steel Manual: Flange Buckling Ratio: FBR= 1fi.61 ' . Allovrable Flange Buckling Ratlo: AFBR= 58 Allowable Flange Buckling Ratio non-compacl:AFBR_NC= 256.86 Nominal Flexural Strength w/Safery Factor: Mn= 1245 k•Ib � Conholling Equation: F&1 Shear Buckling Stress CoefFlclent Eqn.G6-2a: Fcr= 21 ksi � Nominal Shear Strength wl Setery Factor. Vn= 8287 Ib Controlling Moment: 186 8-Ib � 1.02 Ft irom left support of span 2(Center Span) � C�eated by combining all dead loads and Iive loads on span(s)1,2,3 � Controlling Shear, 2071b At lek support of span 2(Centar Span) Created by combining all dead loads and Iive loads on span(s Comparisona with required sections: ftea'd Provided Momanloflnertla(deFlectian): O.i5in4 0.631n4 Moment: 196 ft-Ib 1245 ft-Ib . Shear: 2071b 6287Ib NOTES Date, 11/17/2016 Site Name: SALEM 5 MA Done by: AA Checked by: MSC H udson �p . Dealpn 6roupucO . CHECK CONNECTION CAPACITY(Worse Case) Reference; Hllti HIT-HY 70 Hybrid Adhesive for Masonry Epoxy Type= HIT-HY70 Anchor Diameter= 3/8 in. Embedment Depth= 3-1/8 in. (Min.) Allowable 7enslle Load= Fren= 905 Ibs. Allowable Shear Load= �vau= 10451b5. WIND FORCES Reaction F= 200 Ibs. GRAVITY LOADS Ice and Equipment 120 Ibs. No.of Suoports= 2 No.of Anchors/Suoport= 2 Tension Desien Load/Anchor= - f,= 300.00 Ibs. < 905 Ibs. Therefore, OK I Shear Desien Load/Anchor- f„= 30.00 Ibs. < 3045 Ibs. Therefore, OK ! CHECK COMBINED TENSION AND SHEAR f�/FT + f„/P� S 1.0 0.110 + 0.029 = 0.139 < 1.0 Therefore, OK I Hudson��'��)� Deslpn Groupuc V.1/ �V Beta & Gamma Sector Antenna Calculations Date: 11-17-2016 Project Name: Solem 5 MA Designed By: GH Checked By:_ 1�C_ H udson � D�si�n Groupuc � O Wind Analvsis -� Antenna Enclosure Reference Codes: -Massachusetts State Building Code,8'" Edition -International Building Code 2009 QBC 2009J -Minimum Design Loads for Buildings pnd Other StrucTures(ASCE 7-0S/ Structure Classification II �ASCE 7-OS Table l-I) Basic Wind Speed, V 110 mph (MSBS Table 1604.10) Importance factor, l 1 �ASCE 7-05 Table 6-t� Exposure Category B �ASCE 7-0S Section 6.5.6.3) Height Above Ground Level,z 80 fi (Top of Enclosure) Exposure Coeficieni, K, . 0.93 �ASCE 7-05 Table 63) Wind Directionality Coef., Ka 0.90 �ASCE 7-05 Table 6-4) Topographic Facto, Ka 1.00 �ASCE 7-05 Seciion 6.SJ.2) Veloclfy Pressure, q, = 0.00256K�K,�KdVzl (ASCE 7-OS Equaiion 6-15) = 25_93 � Gusf Factor, G 0.85 (ASCE 7-OS Section 6.5.8) Nei Force Coeficient,C, 1.31 (ASCE 7-OS Figure 6.21� Projected Area Normal to Wind,A{ 65 fTz (6.5 ft.W x 10 ft. H) Wind Force, F = q�GC�A� (ASCE 7-05 Equation 6-28) _ �e�s.s3 ibs Date: 11-17-2016 � Project Name: Solem 5 MA Designed By: C�_Checked By: MSC LI u.J�On � r� u D Deslgn GroupuO Calculate Overfurntng Moment of Pr000sed FRP Enclosure ]irrrsrt:i3ns(ii) Dep110 d N�ide,+�- Nai��},h 5.5 5.5 10 r W "� F .c N � s . — I . M__ � —� fc Fc , Momen},M = F x h/2 _ �3�3�44 !� Colculate Force Couole Porce Couple, F� = M/w = 17�•9g �bs• Force on stub over be r' - * _ a mg wall-17061bs 3/10 512 Ibs Force on stub over new beam= 1706Ibs* 7/10= 1195 Ibs Date: i1-17-2016 ProJect Name: Salem 5 MA Designed By: GH Checked By:_!�_ H udson � Design Groupuc � � Determine welaht of the fuliv loaded FRP enclosure: Antennas: 4 x 41 Ibs= 164 Ibs RRH: 57.2 1bs RRH: 67 Ibs RRH: 55 Ibs Junc. Box: 2 x 27 Ibs= 54 Ibs Pipe: 20 ft x 3.66 plf= 75 Ibs Enclosure: 12 plf x 26 ft= 320 Ibs � TOTAI: 792,2 Ibs,say SOO lbs / 4 = 2001bs ProJecl:Selem 5 MA(Rev.4) p8ee Andres Agudelo•ProJect Engineer / Locetlon:Proposed Beem Below BetalGemma Enclosure � Hudeon Desipn Group lLC . Multl-Loedad Multi•Span Beem 1600 Oegood Street,Sulte 2•101,Bldg.20N a [20081nterneflonel Bullding Code(AISC t3th Ed ASD)� North Andover,MA 01845 A9B2-50 W8�4 z 10.75 FT Section Adequate By:4814.8°h SlruCalc Verelon 8.0.113.0 7 7/17/2018 11:47:37 AM Conlrolling Fector.Moment LOAOING DIAGRAM OEFLECTIONS Cen Live Load O.OD IN UlnflNty Dead Load 0.01 In Tolel loed 0.01 IN LM1A)( Llve Loed Deflection Cnteria:U360 Totel Load DeOection CAteda:U240 REACTIONS B 8 Live Load 0 Ib 0 Ib Daed Load 250 Ib 408 Ib � x TotelLoad 250 Ib 408 Ib � � Beadn Length OJ9 in 0.79 In I dEAM DATA Center • � � - SpenLength 10.75 k � - ��o.isn _ I! Unbreced Length-Top tOJS ft � Unbraced Len th-Bottom 10.75 fl I STEEL PROPERTIE9 WBz24-A992-50 4NIFORMLOADS Center Uniform Llve Loed 0 plf Propertlee: Uniform Dead Loatl 0 plf Yleld Stress: Fy= 50 ksi Beam Self Welght 24 plf Modulus of Elasticlty: E= 29000 kai Totel Uniform Loed 24 plf Depth: d= 7,93 In P91NT LOAOS•CENTER SPAN Web Thickneas: hv= 0.25 In Load Number ne Two Flange Wldih: bf= 8.5 In � Llve Load 0 Ib 0 16 FlangeThickness: tl= 0.41n DeadLoed 2001b 2001b , Distanca to Web Toe of FIIIeC k= 0.79 In Locetion 5.5 N 9.5 k Moment of Inertia About X-X Axis: Ix= 82.7 in4 - Sectlon Modulus About X-X Azis: Sx= 20.8 In3 Plastic Section Modulus Abou�X-X Axis: 2x= 23.1 In3 Design Propertiea perA15C 13th Edition 3teel Manual: Flange Buckling Ratio: FBR= 8.13 � . Allowable Flange Buckling Ratlo: AFBR= 9.15 Web Buckling Retio: WBR= 25.89 Alloweble Web Budcling Ratio: AWBR= 90.55 Controlling Unbrecetl Length: Lb= 10.75 ft Llmlting Unbraced Length- for lateral-torsional 6uckling: Lp= 5.69 R tor Eqn.F2-2: Lr= 19.03 ft Nominal Flexural Strength wl safery factor: Mn= 49615 N-Ib Controlling Equation: F2-2 Web height to thickness ratio: h/hv= 25.89 LImlting height to thickneas ratio tor eqn.G2•2:h/hv-limit= 53,95 Cv Factor: ��- � Controlling Equation: G2-2 � . Nominal Shear Sirength w/safety factor. Vn= 38857 Ib Controllinp Moment: 1010 k-Ib 5.48 Ft Irom lek support of span 2(Center Span) Created by combining all dead loads and Ilve loads on span(s)2 Controlling Shear: -4081b 11.0 Ft from lefl support of span 2(Center Span) Creatad by combining all dead loads and live loads on span(a Comparisona with required aecdons: R�d Provided Moment of Inertla(deflectlon): 123 in4 62.7 in4 Moment: 1010 k-Ib 49615 ft-Ib Shear: -4081b 388571b NOTES �Mudson � Design Group�J/ r Generator Platform Calculations Dof e: 09-21-2015 � ProjBCt NpmC: SalEm 5 MA Designed By: GH Checked By: MSC H udson � Desifln GroupLLc � � , Wind AnplYsis � Generator Reference Codes: -Massachusetts State 8uilding Code,8'" Edifion -lniemational Building Code 2009 (IBC 2009� -Minimum Design Loads for Bu'tldings and Other Sfructures(ASCE 7-05� Siructure Classificafion II �ASCE 7-OS Table T-1) Basic Wind Speed, V 110 mph �MSBS Table 1604.10� Importance Factor, l I (ASCE 7-OS Table 6-I� 6cposure Category B (ASCE 7-05 Section 6.5.6.3� Height Above Ground Level,z 88 ft (Top of Enclosure) Exposure Coeficient, K� 0.96 (ASCE 7-05 Table 6-3) Wind Directionality Coef., Y.� 0.90 (ASCE 7-05 Table b-4) . Topographic Facto, K�, 1.00 (ASCE 7-05 SecTion 6.5J2) VelocMy Pressure,q� = 0.00256KiKi�KdV21 (ASCE 7-OS Equation b-15J = 26_76 � Gust Factor, G 0.85 (ASCE 7-05 Section 6.5.8) Net Force Coeficient,C� 1,31 (ASCE 7-OS Figure 6.21� Projected Area Normal to Wind,A, 21 ff2 �5.5 Ft.W x 3.8 ff. HJ Wtnd Force, F = q�GCFAr �ASCE 7-05 Equation 6-28) l = 622.841bs Date: 09-21-2015 Project Name: Salem 5 MA /� Designed By: GH Checked By:_MSC H udson f � n,� DesPqn Groupuc \v Calculate Overturnina Moment of Probosed Generator Dimensions�ff) Depth,d Wide,w Height,h 5.5 2.67 3.8 r w � F c N �, � � � - .. � � � . —� Fc Fc Moment,M = F x h/2 = 1183.39 Ib-ff Calculate Force Couole Force Couple, F� = M/w = 443•22 Ibs. Numbar of SuppoAs: 2 F� per Support= 221.61 Ibs. Dafe: 09-27-2015 � Project Name: Salem 5 MA Designed By: GH Checked By: M_� H udson � Deslyn Groupuc � � Wind Analvsfs � Booster Reference Codes: -Massachuseitr State Building Code,8�" Edifion -Intemaflonal Building Code 2009 pBC 2009) . -Minimum Design Loads for Buildings and Other Siructures(ASCE 7-OS/ Structure Classification II �ASCE 7-OS Table I-1� Basic Wind Speed, V 110 mph (MSBS Table 1604.10) Importance Factor, I I (ASCE 7-05 Table 6-1� Exposure Category B (ASCE 7-05 Section 6.5.6.3� Height Above Ground Level,z 88 ft (Top ot EnclasureJ � Exposure Coeficient, K� 0.96 (ASCE 7-OS Table b-3� Wind Direcfionality Coef., Ka 0.90 �ASCE 7-OS Table 6-4) Topographic Facio, K�� 1.00 �ASCE 7-OS Section 6.5J2) Veloclty Pressure,q, = 0.00256K�KrKdV21 (ASCE 7-OS Equation 6-15� = 26_76 �sf Gust Factor, G 0.85 (ASCE 7-OS Section 6.5.8) Net Porce Coeficient, CF 1.33 �ASCE 7-OS Figure 6.21� Projected Area Normal to Wind, Af g ft2 �2 ft. W x 3.8 ft. H) Wind Force, F = q�GC�AF (ASCE 7-05 Equation 6-28� = 232.Ob lbs Date: 0947-2015 � � . Project Name: Salem 5 MA Designed By: GH Checked By:_MSC H udson � Desifln Groupuc � O Calculate Overturning Moment of Proqosed Booster Dimenslons (RJ Depth,d Wide,w Height,h 5.5 1.333 3.8 F w 1 F ` r. N \ � f M I Fc Fc Momenf,M = F x h/2 = 440.92 Ib-ff Caiculofe Force Couole Force Couple,F� = M/W = 330.77 Ibs. Number of Supports: 2 F� per Support= 165.39 Ibs. � �entley Cutrent Date:9/21/2015 3:12 PM � Units syatem:English Flla name:W:\STRUCTURAL DEPARTMENTWNALYSIS SOFTWAREIRAM ElementslRAM Pro'eUslSalem 5 MA Generator.elzl �,� �� ...� .. � � � ,. . � � . �� i v x 4� � � �entley Current Date:8@1I2015 3:12 PM Unita ayetem:English File name:W:ISTRUCTURAL DEPARTMENTWNAI.YSIS SOFTWARE\RAM Elements\RAM Pro eclslSalem 5 MA Generetor.elz\ ' � �p . ix't � j� � !� /� � �\ /� �-0+ � \1 . ' ''�\ .'' ry.,. ��- Ta�nxi a ' - 'o` i, , - J C-0xaz,�<' ..*��. V / �k� � � ,`''Oj1.A F\L /v' .�` , �\` �'v'\ 'a+� 'J� l ./ iaxax� a /� �`�� / / �� / Io-� ��1 � � / TL0%dX1 4 ' /l�o � , � r � /J% �/ L6%4X7 4 f ?�� / 'ro � ? � /�k Ie \� ;� .� Y x ! .♦ �� f�3entteyf � Current Date:8Y21l2015 3:13 PM Unita ayatem:English Flle name:W:ISTRUCTURAL DEPARTMENTIANALYSIS SOFTWAREIRAM Elements\RAM ProJects\Selem 5 MA Oenerator.etz\ Load eondition:Dl=Deatl Load � Loads � Global dishlDutEO-Memb2r5 � locai Glstributed•Members �Concentrated-Members 7 \ � . 1�,O.6�KiP1�� _ I; YF r , �''` O.61KiP)� .f `� \ O.6IHiP� .f^ -�. � \�, /`f \ � .` ' � "/ '"' '- � "' / ' �/ ~ ,� r .� ,/ � O.6�Nip� :� �'� t�� \ / � `�`P:+'f� �,\\ . . O.fzslKip� / `� AtanlWP�l /� i j �� ' � � � O:i25�Kiyj . . __ ' `�a7251Nipf . ��0 IQ . \ . \ f 4 I \� �, �.'�251Rip� �� 7 � �. Y � v �� entley• Current Date:B121/2015 3:13 PM UnNs system:Engllsh File name:W:ISTRUCTURAL DEPARTMENTANALYSIS SOfTWAREIRAM Elements\RAM Pro�ectalSalem 5 MA Generator.atz\ � load condiUon:W=Wlnd Load �oads �Concentrated-Membere i . ! \ i � ! 1 ss�Krnl `� 1�'' \ �-L o.zzz�K�pp� /` ,. 56 .� �� \ , ,/_.._.._ _ ' 156�KiVlr '/j 0.22�/ItiPl' "" ' - \ . r )t \ / , \ 1/� � 222�Kip� "`.` ��I�� . �%T// 40-1661Kip��'� � \ �r� \ .---- �� o.iae�cip �` . _/ -- / �,� 4 ,`' O.1fi6�Kip�� 0,166��,./r ` �f / ! �\', � Y X 1 � �� r . � �enttey Curren!Date:9/21/20t5 3:13 PM UNts eystem:Engllah Flle name: W;\STRUCTURAI,DEPARTMENTIANALYSIS SOFTWAREVRAM ElementslRAM Projects\Salem 5 MA Oeneretor.eh\ Desigii status [�Not deslgned �Error on design �. - �Design O.K. [_With warnings I Y X �.-. �� entley� Current Dste:9@1l2015 3d2 PM Unlla eyatem:English File name:W;ISTRUCTURAL DEPARTMENTANALYSIS SOFTWAREIRAM ElementslRAM ProjeclslSalem 5 MA Generator.ek\ ^i�ti7 � �,,e j� �N,�o �� t NJ6 '� �� 1� `•.N27 s' e� / \\ /�N 14 —' -- �--- l f ! �5 r'N i9' — "._ �, ' ' ! 9 ��N.�2 r � � � �N.12 r� ' / � / /f � 'f� / \ f / \� -iN] � 13 JN13 � /•~'% �e � / /� NI _ _ _- iN8 ^ � / �N2 ^ � `l � N23 \ �. �N 24 � 1 � \ i`�N 71 'N�4 11 // N�8 �� / ��, i t� �% \5 /0 \ � N� � � �9 Y ruio � x {f'� r� � 8ent�ey� Current Date:8/21I2015 3:13 PM � Unite syslem:English • Flle name:W:ISTRUCTURAL DEPARTMENT�ANALYSIS SOFTWARE\RAM ElementslRAM Projecta\Salem 5 MA Generetor.etzl Steel Code ChecN Report: 3ummary-For ell seleeted loed eonditiona � Load contlitlona to be included in design: D1=DL D2=DL+W D3=0.6DL+yy . . W._._..___'_""_""W.._.�._�_ ._.'_'_""'-"�__'_'_'�.�._'-'__��.__'__"_�....._'_'�' DescripHon Sectlon Memher Ctd Eq. Ratio Status Refarenee --------_._._.._.__.�.�..........-__.�-•_-----"--------------------- -._...------------------.. C f7XY0.7 1 D1 at 62.50% 0.01 OK D2 at 62.50% 0.02 OK Eq.Ht-ib D3at62.50% 0.02 OK Eq.H1-1b � L 4XdX9_4 7 D1 at 100.00°/< 0.00 �OK Eq.Hbtb � D2 at 100.00% OA2 OK Eq.FIt-ib D3 at 100.00% 0.02 OK Eq.H7-1b ._.........�__�_...._-'--'-----_.....�_.--'-'-' ---._ 8 D1 at 100.00°/a 0.02 OK Eq.H1-1b D2 at 100.00% 0.06 OK Eq.Ht-1b D3 at 100.00% 0.05 OK Eq.H7-1b 9 D1 at 100.00%a v0.10� OK Y� Eq.H1-1b vT D2 af 100.00% 0.27 OK Eq.H1-1b � D3 at 100.00°h 0.23 OK Eq.Ht-1 b 'I 10 D1 at 100.00°/, 0.10 �OK Eq.H1•1b I D2 at 700.00h 0.07 OK Eq.Ht-1b D3 at 100.00% 0.11 OK Eq.Hi-ib I 11 Di at 100.00% 0.00--- OK -'�-------- Eq.N1-ib--v--. . D2 at 100.00°/ 0.10 OK Eq.H1-ib D3 at lOD.00°/a 0.09 OK Eq.H7-ib ' �2 D1 at 100.00% 0.02 OK Eq.H1•1b` � D2 at0.00% 0.15 OK Eq.H1•tb D3at0.00°/, 0.14 OK Eq.H1-1b "_'_'_"_....._�"�"""____.."___'_""""....__'�'_._._._ 13 D7 at 100.00% 0.07 OK Eq.H1•1b � . D2 at 100.00% 0.09 OK Eq.H1-1b , D3 at 100.00% 0.07 OK Eq.H14b 14 Di at0.00% 0.07 OK � Eq Ht-1bY�� . 02 at 100.00% 0.07 OK � Eq.H1-ib . D3 at 100.00% 0.07 OK Eq.H1-tb 15 D1 at 100.00%` 0.02 OK� Eq.H1.16 ~Hy. D2 at 100.00% 0.13 OK Eq.H1-ib D3 at 100.00% 0.13 OK Eq.H1-tb W10X22 2 D1 et36.46% ��0.07 � OK W�Eq.�Ht•ibmm + D2 at 36.46°k 0.09 OK Eq.Ht-1b D3 at 36.46°h 0.07 OK Eq.Ht-1b � ----------.._._....__._.�._-__---- -._...._------------' 3 D1at56.25°h 0.14 OK Eq.H1-1b . D2 at 56.25% 0.09 OK Eq.N1-7 b Pagei D3 et 71.43% 0.04 OK EQ.Ht-1b 4 Di at56.25°/a W�0.14 OK Eq.H1-1b ~^ D2 et 5625% 0.18 OK Eq.Mt-ib D3at58.25% 0.13 OK Eq.H1-tb S D1at100.00% v0.00 OKW��--•_•— Eq.Ht-1b��- D2 et 100.00°/a 0.00 OK Eq.H1-ib 03 et t00.00Yo 0.00 OK Eq.H1-1b 6 Di at 100.00% 0.00 OK �` Eq.H1•1b � D2at0.00% 0.01 OK Eq.H1•tb D3 et 0.00% 0.01 OK Eq.H1-1b Page2 � $entley� Current Date:9/21I2015 3:73 PM Units synrom:Engllsh f�le neme:W:15TRUCTURAL DEPARTMENTIANALYSIS SOFTWAREIR4M Elements\RAM ProJecls\Salem 5 MA Generator.etz\ Anatysls rosuft Reactlons My ��_9 X � F)' N1x Z FX W`� ��.�-� � Mx� Direction o/pos/tive Porces and moments Forcas fKlol Moments fKio'kl Noda FX FY fZ MX MY MZ '�_________.__.___._�____� �.-�� '_'._.___..___._._._.-....._."___V... Conditlon D1=DL 2 0.00800 -0.00404 0.00463 0.00000 0.00000 0.00000 3 -0.03012 D.94306 0.00193 0.00000 0.00000 0.00000 9 -0.00295 -0.16480 -0.00749 0.00000 0.00000 0.00000 18 0.02383 1.49444 -0.00684 0.00000 0.00000 0.00000 23 -0.00087 0.38194 0.00279 0.00000 0.00000 0,00000 ' 24 0.00040 -0.11162 0.00000 0.00000 0.00000 0.00000 25 0.00166 0.58851 -0.00101 0.00000 . 0.00000 0.00000 .�__-'--_'_..._--'_.--------r.�-____.__�._�"--'-"---"--_"_'----"'W� SUM 0.00000 3.12748 0.00000 0.00000 0.00000 0.00000 Condilion D2=DL+W 2 -0.04542 -0.01155 -0.02912 0.00000 0.00000 0.00000 3 -0.42576 0.78D53 -O.D5189 0.00000 0,00000 0.00000 9 0.10276 -0.24867 -0.08490 0.00000 0.00000 0.00000 18 0.35545 1,41622 -0.39314 0.00000 0.00000 0.00000 23 -0.00834 0.46016 -0.0411 B 0.00000 0.00000 0.00000 24 -0.01359 -0.18407 0.00000 0.00000 0.00000 0.00000 . 25 0.03491 0.91487 -0.02378 0.00000 0.00000 0.00000 -"_"'�-"_-""-----�� ..��__...._....�'-'-...•--------r..._._-___�_,�-- SUM 0.00000 3.72748 •0.62400 0.00000 0.00000 0,00000 � Candltlon D3=0.8DL+W � 2 -0.04862 A.00994 -0.03097 0.00000 0.00000 0.00000 3 A.41371 . 0.40330 -0,05266 0.00000 0.00000 0.00000 9 0.10394 -0.18275 -0.08430 0.00000 0.00000 0.00000 18 0.34592 0.81844 -0.39041 0.00000 0.00000 0.00000 23 -0.00802 0,30739 -0.04229 0.00000 0.00000 0.00000 24 •0.01375 -0.13942 0.00000 0.00000 0.00000 0.00000 25 0.03424 0.67947 -0.02338 0.00000 0.00000 0.00000 ......�'---------��.,��..__._.._..__"-'-_'.._�'_'---"-'-._.._'----'-'--- --" SUM 0.00000 1.87649 -0.62400 0.00000 0.00000 D.00000 Pagel Z O o�C = ■ H 0 N Z .� Q L O � � �� g 2? �� SALEM 5 MA =LL �a � 00 �� 217 ESSEX STREET ='� �§� SALEM, MA 01970 ��_ � - a � ' corisu�r�wr� �ao,iecr suMMnRr sr�Er irroEx � � mE � M �p • '.: SfTE NAME: sr�eM s Mn N�• DESCRIPTION 6 �� SITE ADDRESS: 217 ESSEX STREET T-i TITLE SHEEf � � � � � � g PROJECT ENGINEER c-i RADIUS PLAN � ,i SALEM, MA 01970 ��y r HUDSON UESICN GROUP LLC APPLICANT: VERIZON WIRE�E55 q-1 FlFfH ROOR PLAN � � � � � � � - 1800 OSCOOD SIHEEf 118 FtANDERS ROAD q_y ROOF PLPN b � Y 2 2 3 b •-x BUILDING 20 NORTH, SUITE 3090 WESTBOROUGH, MA 01581 . � N. PNDOVER, MA 01845 A-3 ELEVATION TEL: 1-(978)-557-5553 ZONING DISTRICT: es (CENTRAL DEVELOPMENT) q_y EXISTINC EOUIPMENT ROOM DEMO PLAN FAX: 1-(978)-336-5586 � � �� a ZONING JURISDICTION: an oF s+.�ern, Mn A-5 EOUIPMENT ROOM PLAN � a : A-6 EOUIPMENT ROOM RCP k SECTION = � � � MEP ENGINEER � � °F' ' LATITUDE: N <z• ai' ie.�" n-� EOUIPMENT ROOM DETAILS CSI ENGINEERING, LLC A-8 DETAILS N � � � 999 BROADWAY LANGffUDE: w �o• sa' 4i.i" w � ,} SUITE ZOB A-9 BALUSTRADE DEfAILS � a.,. SAUGUS, MA 01906 PARCEL ID: ss-ossi SN-1 STRUCTURAL NOTES � ��J�A �. TEL 1-(781)-233-4808 S-1 ALPHA ANTENNA DEfAILS F � � � � g � }� FA%: 1-(781)-273-4848 � � � � � � � . . ^ PROPERIY OWNER: PARK TOWERS N, LLC. S-2 STRUCTURAL PLANS � ATT: PEfER BOHLIN 5-J ANTENNA STRl1CTURAL SECTION VICINRY MAP 8CILLPMTB 100 WASHINGTON ST STE N� 5-4 ANTENNA STRUCTURAL DEfAILS � � n n u SALEM, MA 01970 k' � ' �o�� IRECTIONS TO SITE 5-5 ANTENNA STRUCTURAL DETAILS . b ^ 8�� FROM WESTBOROUGH: DEPART FRIBERG 5-e. GENERATOR STRUCTURAL SECTIONS . _, PKWY/WESTBOROUCH BUSME55, PARK TOWPRD S-7 GENERATOR STRUCTl1RAL DEfA1LS RESEARCH OR, NRN LEFf ONTO RESEARCH DR, TAKE - 5-8 � E%ISTING FRAMING PLAN e ' ry n RAMP RIGHT FOR Ri-9 E/TURNPIKE RD, iAKE RAMP �S �� . RICHT FOR I-90 EASi TOWARD 805TON, AT E%IT 14, 5-9 PROPOSED FRAMING PL4N a,�r ��'9�,y TAl(E RAMP RICHT FOR I-95 NORTH �OWARD FP-1 FM200 PLANS �� F I�IIEL P. �f, WALTHAM PORTSMOUTH NH, KEEP LEFf ONTO RT-128 � N, AT E IT 2SA, TAKE RAMP RIGHT FOR RT-114 EAST P-1 PLUMBING GAS PLANS TOWARO WEST PEA90DY, BEAP RICHT ONTO = r,�^t 1 'J P-2 PLUMBING DETAILS o RT-114/ANDOVER ST, BFAR RIGH7 OMO CENTRAL ST, � � M-1 MECHANICAL PLAN, NOTES & DEfAILS �� TURN LEFf ONTO MAIN 5T/PEABOOY 5�, TURN LEFf E-1 ELECTRICAL DETNLS � � < .4J7�0 ONTO RT-107/BRIDGE ST, BEAR RIGHT, MID THEN BEAR ' E-2 UTILI7Y k GROUNDING PLAN y � %� U CF RIGHT ONTO WASHINGTON ST, ARRNE AT 217 ESSE% ST, � (�� F•K£ c � SALEM, MA 0197. E-3 GROUNDING DETAILS ' F� -�a � E-4 CABLE TRAY GROUNDING B DEfAILS � � � � RF-1 RF COI.OR CODE M 8 MA - 217 ESSE% STREET RF-2 RF ANTENNA DESIGN $ALEM, MA 01970 RF-3 RF ANTENNA DESIGN T-1 � Z O H � V � - PPItK TOWERS N, LLC. _ � ATf: ATRI: PEfQt BOHLIN � ' 100 WASHINCTON ST STE pt � . � O sa.�, �a aie�o y 20NINC: CENRNL DEVELOPMENT - 85 PPftCEL ID: 35-0251 � � Z � PARCEL AFtFA 0.188 ACRES - Q ■� V L � O � �� g-a�� —"f ti � 35-��„ _._---- , � ffi� -'� ]5-0458 --�� i � �� u-osse � _ `��__ " � ,13- � ]9-080� 1 . 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ASSESSOR CIS MAPS � '� "_ 2 , 027• , �� N �� SITE 3PECIFIC NOTE3� I I °°°° �s-000s � �__J L°°•:J J '� _ � I �__ � 35- � i 05-0008 "�-- 'x � ]S-OR�9 �I 02]S . � � � � � i]5-0008 I � � � � i C � i 35-024] � �` I \ 1.SITE SURVEY HAS NOT BEEN CONDl1CTED BY MUDSON DESICN GROUP, z �y_ i i i � i /' LLC FOR THIS PRQIECT. ALL SEfBACKS SMOWN ON THIS PLAN ARE � i i Os55 i ]5- m , �y_ i ]S-oz�e TAKEN FROM TIP OF PROPOSED ANTENNAS TO PROPERTV LINES ANO - li I JS-OOtO� 1 ]S-0004 i � I o15R I '� i 025t � I ]9-o2le i � � ARE APPROXIMATE. y �S � � � i i � �i� I I i � \ 2. VERIFY AZIMUTHS W/ RF ENCINEER. � g � � �_�. `__ \ __ _� = � � as aio \ �. -/ 3. PROPERtt LINE INFORMATION IS COMPILED FROM ASSESSORS PLAN � � � � ae-o144 y�-0258 ��S-oels --�-� / `� AND RECORD DOCUMENTS AN� IS NOT TO BE CONSiRUED AS HAVING � � � � g � � � NORNAN 57' - ��_ BEEN OBtAINED AS THE RESUIT OF A FIELD BOUN�ARY SURVEY, @ �'` `'-� . d5- pp�p AND IS SU&IECT TO CHANGE AS AN ACCURATE FIELD SURVEY MAY � I \ —_ i �S- ppH o�N � _ DISCLOSE. A FULL BOUNDARY SURVEY WAS NOT PERFORMED. Y C JS-0003 i 35-WIt iI 0247 '^ '_^ '^ n � � _.J / "'__� � �a �• � �-- ESSEX ST � g g o�'�o �- FRONT ST � -� ' � _--' ' LEGEND - « . � _ , �-o�� \ '4- — x-w�s� / �azo� � �Exi57i.G�__ µ � I PROPOSm AMENN/S - "' "_ " PROPERTY LINE = SUBJECT PA� z � ��- .' .e � � --�r j0�i .t�; ,,,9 �. � � oue � i /�L � i ROO�iOP � 300' RADIUS LINE �� i FiJIEL �] FGr i' J5-000t ,� I � a ON ROOf (TOTAI. OF 8) — _ — — — — _ — — PROPERTY LWE A ER � �i p�,rq � �� I �aN � I — ZONMG 90UNDARY c� CIV�._ ` � � j �a �, �I . ��.I i ZONINQ INFORMATION � , �,rsa�v ,<Q M-0�7J N-W21 I �C�. .,-- EO Ep' EEP 1 i ❑ 'a I JURISDICTION: CITY Of SALEM, MA .i �, � : , � I � I ��I ZONING OISTRICT IYPE: BS (CENTRAL DEVELOPMENT) ALEM S MA � 20't Y17 ESSEX STREEf i SALEM, MA 01970 1 DIMENSION REOUIREMENTS: REOUIRED (Ff) PROP.S (Ff) �i� � � I � r I �� '`---_.l, � __ � FRONT YARD SETBACK: NIA 44 �� _�I�RUWERiV i iN ��J . �,� RADIUS PLAN � •RapNl � �CA SIDE YARO ScTBACK: NIA 20 x� 5CA�.E: 1"=1bb' �_� o eo mo ¢ao wo rvpr REAR YARO SETBACK: N/A 24 �■� MINIMUM BUILDING HEIOHT: N A N/A � MA%IMUTA LOT COVERAGE: N A N A • , . (ALL MEASUREMENTS ARE IN FEET f UNLESS OTHERWISE NOTED) D�IX rAny VI Z'S Z .��OG� C � ~N �. 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OF ALPHA SECTOR) {�/ �ELEV. - 80'-0'3 AGL � P� �RF DWGS IN PROPOSED ENClASURE —_—_—_—_—_—___—____�OF PROPOS�FiR MREN� � s� � ) BETA & GAAIMA SECfORS �i�i ELEV. � 81'-0 3 (AGL� 102'-0't (AMSu �• ) i+i PROPOSED GPS ANTENNA 103'-0'i (AM LS ) Q � �� i . I �i� E%ISTING VERTICAL CABLE LL � @ OF PROPOSm ANTENWIS I ii TRnr (er oTnERs) � g ,�(BETA & CAMMA SECTORZ o� ��=77 0 t AGL EXISTWG PENTHOUSE (ttP.) ( I PROPOSED VERTICAL CABLE 99'-0't (AMSL) . I I TPAY PAINfED TO MATCH _ F EXISTING BUILDING PROPOSED RRHe h JUNCTION BOX � �� UPPER R00 PER 'RF' DWGS MOUNfED TO FACADE _o„t (ac�) � C a� I uN 90 0"x (AMSL) � � � PROPOSED G1BLE RUN IN CABLE 7RAY F�fOP OF EXISiING BUIL�ING == OELEv. 68'-o"t (aG�) PROPOSEO BALUSTRADE TO MATCH IXISf1NG �� 94 __ _ . . __ ' _ ___ ___ .___.____ ___.'__.___... _' '-0"t (AMSL) ' """""""""""""' ' . ; EXISTING CABLE CHASE� 1 O d q � R l ` ' PROPOSED E�UIPMINf ROOM LOCATED ON �V` ��o I ; � FlFM FLOOR (AREA = sia : so. 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A L� J N t. II I) w, � A . V (J I I� � t,.�� i. O � j � 1 I I I j I ♦ 1 1 oa ;oh�,�,�`� �� FOR CONSTRUCTION i �N �i'�`-iT r�, ( y ITt � PREPRREO BY: PRfPUSU fOk E�UIPMENT ROOM DETAILS � V � m . � � �< � r _ OA1E D6CRIPIION B( pIK MP'0 �y�j ��C � ' � 0 pe/1E/14 ISSIIED GOF PFAEW �S JN WN Hudson , a`�N �;� �-a` i oc/x�/is iswm roa coHsmucnoH is aM oaH Oealgn Group�c �� ve r i z o n� OR � c,q --,�,�� s io/ze/is REVISN i1BERG1A55 CHiMNEY rs dM opn . . �ppD � 11.�` 3 fl/f0/15 R&ISFOfIBFRGV55CX1YXEY �S JN pPN p 1 lI/09/15 REVISm PER D61CN REVIEIY BQWU NS J% WN ��K�DSiRfEI � BWL�WGIONONfN.S�IIEYNO iEL: �9I8159-SSSJ ��BFNupEp5F0A� 5 10/Y1/18 REVISED EW�VMENf ROOM IDfATDN SF JX OPH N.nN00VER,mnO1Ba5 FA%'. �9IB1336-5506 weseOroWx.r.u0i58i PACKING AIATERIAL MIN 1-1/2 in. ONE 2"0 (OR SMALLER) SCHEDULE ftaoa u�N � Duu uiH MA% MIN FlLL AIIN F T qnx Our/ oF � O OR �OR OG SIE[L pHNUIPR ONNULM MR �ORMING ppTNC IUIINC W�HR THROUdI PENERUM'vi. T RATING MR THICKNE55 OF MIN 6 pcf MINERAL WOOL 40 PVC PIPE TO BE CENTERED w� or+ w,ui wPE oR sa,r.� Sv�cE n�KNS � nourss n BATf INSULATION FIRMLY PACKEO INTO WRHIN FIRESTOP SYSTEM. A NOM. lHKNS. CONOUrt iHKNS < ) < W�) 1 . � L OPENMG AS A PERMANENT FORM. pnJ (�nJ �'^�� ('"�� '"'� (in.) t - r ANNULAR SPACE OF 5/16" IS � PACKING MATERIAL TO BE RECESSED REOUIRED WITHIN THE FlRESTOP riooR �-a/a t-i/2 3/e z-t/e � 2-a/a P o �-� ♦ i i \ FROM TOP SURFACE OF ROOR OR FROM SYSTEM PIPE SMALL BE RIGIDLY WOOD = � BOTH SURFACES OF WALL AS REQUIRED SUPPORTED ON BOTH SIDES OF fwOR }}/4 6 3/8 ]/4 � 2-]/a R 0 THE HOURLY F RATING OF TXE FlRESTOP OR TO ACCOMMODAlE THE REDUIREO WqLL/ROOR ASSEMBLY SYSTEM IS EOUAL TO THE HOURLY FlRE NETAL � THICKNE55 OF FlLL MATERIAL. �oR �-�/s e 1/e � � t-J/s 2 0 �7qTWG OF THE WPLL ASSEM9LY IN WHICH STUDS O z� iN . RoOR s-1/1 1-1/2 3/8 2-1/8 � y-�/p n �� IT IS INSTALLED. 3 o�(f� j � � THROUGH PENEfRAN75� ONE 2'0 Z N ,�: . � H IHa r1noR a-i/z e a/e s/4 � a-i/z a o � �: .� ��1�3 GROUT ALL VOIDS / � NONMEfAWC PIPE, CONDUIT OR RACEWAV O ■� ' � �.. o F F AROUND SLEEVES j FLOOR 4-1 2 6 3 8 � � 2-1 1 3 0 TO BE CENTERED WITHM THE FlRESTOP `, !� L p a ,�a . SYSTEM. A NOM ANNULAFt SPACE OF U S�u`M ; / wnu 5-1/2 1-1/2 3/e Y-1/B � 3-1/R 3 3/a 5/16 in. IS REOUIRED WITHIN THE � FlLL. VOID OR CAVITY MATERIAL - 9Fnl_GNT: FIRESTOP SYSTEM. PIPE, CONDUIT OR � � MIN 2 in. THICKNE55 OF FILL MATERIAL REINFORCED LIGHT Wµ� 5_i p e ] 8 3 ♦ 1 3-1 1 � a o� NT. CONCREfE OR � / � / RACEWAY TO BE RIGIDLY SUPPORTEO ON PPPUED WITFi1N ANNULUS, fLUSH WITH THE BOTH SIDES OF THE FLOOR OR WALL O `g' . CMU.�SIFlED � � � � / ASSEMBLY. � � �o TOP SURFACE OF ROOR OR WITH BOTH weu e-i z t-t 2 a e 2-t e � 2-t 2 3 t SURFACES OF WALL ��i ,� CON�UR j/ � WqLL e-1/2 6 �� d�e 1 P 4-1/2 3 � 0 FlLL VOID OR CAVIN MATERIAL - SEALANT: " m SPECIFIE� TECHNOLOGIES INC: UL SYSfEY NUNBEP: C-AJ-3057 NQ�: j MIN 5�8 in. THICKNE55 OF FlLL MATERWL �� ?i SPECSEAL SERIES SSS SEALAIJT F RATINC - 2 HR. CORE HOIE 1 1/2' LARGER APPLIED WfRiIN ANNULUS, FLUSH WRH OR SPECSEAL Lq SEALANT. j� CONCRETE FLOOR OR WALL ASSEMBIY. BOTM SURFACES OF WALI ADDRIONAL LAYERS� THAN THE DIAMEfER OF THE / MINIMIIM 3-3/4 in. THICKNE55 �C�WR��An� CONDUIL CORE DRILLS TO / � � FlLL MATERIAL TO BE INSTALLEO SUCH OF ^d FLOOR AIINIMUM fi-1 2 in. WALL 7FWT q MIN 1 4 in. THICN CROWN IS 5 8 �� BE SEPLED WITH � I DEfAIL Pl CIXJCREfE OR MA80NRY ELASTOMERIC SEALANT ' FORMED AROUND THE PENEiRnTING ITEM GMSUM 0 �� TVPE AS OR TYPE 55: AND LAPPING 1 in. BEYOND THE BOARD p�pE(�p�p Cpp�pUR pEryEfpAT10N MINIMIIM THICKNE55 OF SE4LANT AS STEEL SLEEVE PERIPHERY OF THE OPENING. � . a- PACKING MATERIAL AIIN. 1 in. THICKNE55 OF SPECIFlED IN THE TABLE ABOVE, UL SYSTEY NUNBER: W-L-2093 � DE�AIL W NIXJ-RATED PAFIRIION (OPTIONAL) SPECIFlED TECHNOLOGIES INQ I RATINC - 1 k 7 HR. y MIN. 3.5 pct FIBERCl4S5 INSl1LAT10N SHPLL _ APPLIED WITMIN h1E OPENING. FLUSH == BE WRAPPED AROUND THE WITH THE TOP SURFACE OF THE FLOOR SPECSEAL SERIES 555 SEALANi, C g � � TMROUGH-PENEfRANT AND SECURED OR BOTH SURFACES OF THE WALL. a . SPECSEAL LCI SEALANT. O a TOGETHER BY MEANS OF N0. 24 AWG STEEL - TIE WIRE. PACKING MATERIAL SHALL BE ONE 4'6 OR SMALLER METALLIC PIPE FORMING MATERIAL: _ � PyCCONDURPEPIETAATON �� '"o CENTERED AT MID-DEPTH OF OPENING AND OR CON�l11T TO BE CENTERED WITHIN MINERAL WOOL BATf INSULAiION ��M��WAI I pOA� �rn „z� RECESSED FROM BOTH SURFACES OF WALL flRESTOP SYSTEM. PIPE SHALL BE ' (MINIMUM 4.0 pcf) FIRMLY PACKED INTO =� lSSEA19LY REOUIRE� TO ACCOMMOOATE THE RIGIDLY SUPPORTED ON 80TH SIDES THE OPENING AS A PERMANENT FORM; SEE =o �Rw REQUIRED THICKNE55 OF FILL MATERIAL. OF WALL/FLOOR ASSEMBLY AND XAVE TABLE FOR MINIMUM REOUIRED THICKNE55 NO,j,E: o"3o AN ANNULAR SPACE OF 3/4" � $ga MEfAwC PIPE: CABISS IN VERTICAL RUNS. CABLES INSTALLED IN VERTICAL RUNS AND � M 2 HR FlRE RATED ASSEMBLIES MIN 3/4 IN. STEEL PIPE: 6"0 (OR SMALLER) SCHEDULE 10 PENEiRATING MORE THAN ONE ROOR, OR CABLES INSTALLED IN VERTICAL THICKNE55 FILL MATERIAL APPLIED WITHIN THE - � ANNULUS, FLUSH BOTH SURFACES OF WALL. (OR HEAVIER) STEEL PIPE. RUNS JN A SHAFT, SHALL BE IYPE CMR. FLOOR PENETRATIONS REOUIRINC LAYERS OF 5/e' THICK CONDUIT: 4'0 (OR SMALLERj ELECTRICAL TVPE CMR SXALL CONTAIN ONLV CABLES SUITABLE FOR RISER OR PLENUM °�a AODITIONAL FlLL MATERIAL TO BE INSTALLED SUCH THAT GYPSUM WALL BOARD USE. LISTED RISER COMMUNICATIONS RACEWAYS AND LISIEO PLENUM w A MIN 1 4 in. CROWN IS FORMED PROIIND THE METALLIC TUBING (EMT) � ALLCORESTHROUGHELECTRIC OR 8"0 RIGID STEEL CONDUIT. COMMUNICATIONS RACEWAYS SHALL BE PERMITTED TO BE INSTALLED IN a PENEfRATNG ITEM. IN 1 HR FIRE RATED ASSEMBUES. � :�� WOOD OR MEfAL STUDS VERTICAL RISER RUNS IN A SHAFf FROM ROOR TO FLOOR. ONLY TYPE CMR MIN 5/e in. THICKNESS OF FlLL MATERIAL APPLIED ROOMSTOBEFIRESTOPPED. CABL6S SHALL BE PERlR17'ED TO HE IN3CALLBD IN TEBSB RI56RS. ONLY WITHIN ANNULUS ON BOTH SURFACES OF WALL. UL SYS�EM NUMBER: C-AJ-1020 � �yg9 SHALL HE P%RMITTED TO B6 INS'fALLED IN PLENUlS3. a' g UL SYSIEY NUM9EN: W-L-1029 11SEFl1LLCONDt11TRUNS F RATING - 3 HR. (FOR PIPE$ GREATER THAN !' ' o 0 0 � PD�ITIONAL FlLL MATERIAL TO BE INSTALLED SUCH THAT ) g � A AIIN 3/8 in. CROWN IS FORMED AROUND THE F RAnNG - 1 k 2 NR. THROUGH PENETRATIONS F NATING - 2 XR. (FOR PIPES LE55 THAN t') NEfAL RACEWAYS OR FIRSPROOF SHAFfS. LISTED COMMUNICATIONS CABLES PENEfRATING ITEM AND LAPPING 1 in. BEYOND THE SHALL BE ENCASED IN A MEfAL RACEWAY OR LOCATED IN A FIREPROOF SHAFT PERIPHERV OF THE OPENING. PIPE AND CONDUR PENETRATION HAVING FlRESTOPS AT EACH ROOR. _ U � � � � � � SaEaFiEo �cHNo�ociEs iNc: P�E AND CONDUR PENETRA710N DETAIL IN CO�lE OR MA30NRY � � � � � � � SPECSEAI SERIES 555 SEALANT, ��'�M��Wp'�� SPECSEPL LCI SEALAN7 OR SITE PR01 SP1542 - � � saEcseu aum. PENETRATION DETAILS �11 ROOFTOP CABLE KR OR � APPROVED EOUAL N � � � SCALE: N.LS. A-8 (17-1/2'W e 8'H) . � . � Q � u � � � I-- SfTE PR01 RP4 RUBBER O � � � � � � MAT OR APPROVED EOUAL � - � � & � �C � w FILL SLEEPER W/ �y� 8 B B B B CONCRETE EVERY � pn � ay 8._�.. � O '� �' L � L UNISTRUT P1000 ATTACH WITH APPROPRIATE ANCHORS: C m�� 1. MASONRY - 3/8" HY20 HILTI CABLE TRAY DETAIL a � ^ �' ' S ` a ��[�� ANCHORS SCnLe N.T.S. p-e � g o _ r o PROPOSED CPS ANCMORING SYSTEM: GALVANIZED STEEL � �" �q�y, p�000 I 2. WOOD - 3�8" LAG 80LTS � ANTENNA IF MOUNTED ON SHEITER, o � .. n CONDUIT/ PVC AND UNISTRUT (PAINTED 3. DRYWALL - PROVIDE WOOD USE 1/2" THRU BOLTS WITN - ANDREWS HANGER QF WLOR OF BLOCKING & USE WOOD L4G BOLTS GPS COLLAR BACKER PLATE (TP. OF 2); �Z � ��.�� COL�F PAINTED SURROl1NDINCS) IF MOUNTEO ON MASONRY AL��/' , ny< ' SURROUNOINGS) // � USE 3/8" HILTI-HR 7 / /� COLLAR BRACKEf / C f�CE� P' ^� MOUNT KIT P/N: HYBRIO EPDXY AN 0 S IT�B" �� r^f CPS-TMG-MNT r. E%ISTING METAL ANCMORED W/ SHEEf METAL PROPOSED ALUMINUM EMBEDMENT (TYP r� !;IV�� CEILINC/ WPLL SND SCREWS (2 PER UNISiRUT) S4FEf1' RAILING KEEMATCM �. �p IXISTING CONC (2) y�0x1 75' lC. HILTI LITE OR APPROVED EOUAL (�,32' O.D.) IF MOUNTED ON CONCREf tWP1 , i < .4 )7�0 CEILING/WALL HR HY20 ANCHORS OR ALUMINUM PIPE PIPE / � -,�O /�, USE 3/8" HILTI-HR HY YO � <i , EOUAL YEL�OW COLOR 72' LONG HYBRID EPDXY.ANCHORS WIT �) /�TEa Eq� �m 1 EMBEDMEM (TVP. OF 2); ' � � � � . ALUMINUM POST HINGE 1/2' COAX AND GROUND � " 42' ABOVE ATTACHED TO PIPE IF MOUNTEO ON W000, M 5 MA THE ROOF ALUMINUM POST SUPPORTS EMENSION WITH STANDOFF USE 3/B� LAC BOLT WRH p�7 E55EX $TREEf GALVANIZED STEEL 1 Sfi� GALV. P1000 CABLE MOUNTED SIIRFACE KIT, ANDREW P/N: 30848-4 4" EMBEDMENT (TYP. OF 2). SALEM, MA 01970 CONDUIT M!D UNISTRUi (PAINTEO OR DECK STEEL CORNER BRACKETS � SS HOSE CLAMP COLOR OF TO UNISTRUT � (HOT DIP GALVANIZED) . NOTE: ANDREWS HANGER SURROUNDINGS CPS TO BE MOUNTEO (PAINTED COLOR OF � � WALL�CEIUNG�FLOOR SELF CLOSING MOUNTING BRACKET 3"X7k1/4' yy(�}� SOUTHWESTERN SURROUNDINGS) ALUMINUM GATE (12' LONG) (TYP. OF 2) EXPOSURE. (MIN. OF CONDUIT RUN DETAIL � CABLE RUN DETAIL �� OR EOUAL 10' AWAV FROM STAINLE55 STEEL EXISTING GPS 3 70RSION ROD SCALE: N.T.S. A-8 SCALE�. N.T.S. p_g ANTENNA) .� ALUMINUM GAIE HINGE SAFFTY RAIL DETAIL �� GPS ANTENNA DETAIL �1 SCALE: . .5. p-8 SCALE��. � A-8 Z O . � U � � _ H Q z N o •— U L � � O g � o� . 1'-4' � � �o B S° 2 2 10 2 10 g �3 � � = 1 2 i i i i �� i B 8 ��< O� �LL a� �=e �� gE =C Rg"S d�g N � �� N � O O � i�l � ¢ a PRESSURE 7REATED WOOD FRPAfE (7YPJ . � $ � � � � g 3/4' MARINE GRPDE PLYWO00 � (PPINfED TO MATCH IXI5fING `�' ' ' ' ' ' ' BUIIDING CONDffIONS) (tYPJ 2 2 2 � � � � � � N MATCH IXISTING IAWER J ROOF BALUSfRADE a � o � i ° PRCH ROOF 8 6 6 Q � � � � i i AROUND BlSE � � a � 0 � � � � � o e Z 8 ¢ _ . I� 2 � F � � �}� � � 2 ` � 2 J =g g � � ` � � � � Q 5 2 � I 2 I � 2 � Z . m � � � � � � � �� SISTER D(ISTINC � t� ROOF JOIST / � ` '" ^ � '" iO k r��o�: � � � B8��Ae i �Q � t0 �p ta .� 70 � 10 �� Q .� a .�, ��o � « n i ��. ,_�'q�.�Y � [ FMEL P lj, � c� i� PAi I �'�. � �, CIV'� BALUSTRADE SECTION 1 GRAPHIC S��E BAWSTRADE SECTION z ceAaH�c s�A�e , a��, a a�-r o'-P o'-e' i'-o• a o•-s'o'-+' o'-e' r-a' SCALE: 3"=1'-0'• A_9 SCALE; 3"-1' 0•• A-9 � ' � �,�� ,� \'f'. ,-=pCO� FE➢` EEIi )r i EM 5 MA � 217 ESSIX STREEf . SALEM, MA 01970 � � �� A-9 �� Z O H U � STRUCTURALNOTES: _ � t. oes�cN ReouiaeMerrts nae aea srnre ew�mc cooE a+o SPECIAL INSPECTIONS(REFERENCE IBC CHAPTER 17): MASSACHUSETTS AMENDMENTS TO THE IBC �` O MPIJCPBLE SUPPLEMENTS, INTERNNTIONAL BUIIDING COOE (IBC 2009J, ^ GENERAL: WHERE MPl1CATON IS MNDE FOR CONSiRUCTION, THE OWNER OR THE REGISTEREO REFERENCE 780 CMR: fSCE 7-05, EIA/'fIR-222-G STRUCR/RPL SrANDPR05 FOR 51EEL � � �� PMENNA TOWERS MlD AMENNA SUPPORTING STRUCIDRES. CONSTRUCTION/IN5fALLATON � DESIGN PROFESSIONAL IN RESPONSIBLE CWIRCE ACTING AS THE OWNER'S AGEM SHFLL EMPLOY 1028 CONSIttUCTION COMROL N . INSPECTIONS AND TES�ING ONE OR MORE PPPROVED AGENdES TD PERFORM INSPECTIONS DURING WNSTRUCTION ON THE 109.B.1 GENERPI. THIS SECTION SHALL APPLY TO THE Z �� . 2. CONTRACTOR SHRLL VERI%PLL OIMENSIONS ANO CONOIilONS IN THE REOUIRED (COMPLEfEO BY REPORT ITEM TYPES OF WORN 115im IN THE INSPECTON CHECNLIST ABOVE. CONSTRUCPON WMROLS, PROFESSIONAL SERVICES AND O FlEID PRIOR TO FABRICATION AND ERECTION OF ANY MATERl4L. ANY CONTRRCTOR SERVICES REOUIRED FOR BUILOINGS AND � L ENGINEER OF RECORD) THE REGISIERED OESIGN PROFESSIONPL IN ftESPON5IBLE CHr1RGE ANO ENGINEERS OF ftECORD UNUSUNL CONDfIlONS SMALL BE REPORTED TO THE ATfEN'lION OF STRUCTIIRES NEE�ING REGISTEREO OESIGN PROFFSSIOWIL THE CONSTRUCTION AIANACER PNO ENGINEER OF REC�RO. ENGMEER OF RECORO MPROVED INVOIVED IN THE DESIGN Of T1E PRQIECT PRE PERMRTED TO ACT AS THE APPROVEO AGENCY PND SERVICES. THE FOLLOWING STRUCTIRES ARE EXEMPT FROM THE REQUIRED STEEL SMOP ORAWINGS� THEIR PERSONNEL RRE PERMITiED TO ACT AS THE SPECIAL INSPECTOR FOR THE WORK DESIGNED REOUIREMENTS OF THIS SECPON: ANY BUILDING CONTAINING LESS � � � 3. DESICN PND CANSIRUCTION OF STRUCTURAL STEEL SHALL CONFORM ENGINEER OF RECORO MPROVED BY THEM, PROVI�m THOSE PERSONNEL MEEf THE QUALIFlCATION REOUIREMENTS. lHM1 35,000 CUBIC FEEf OF ENCLOSED SPACE, MEASURED TO TO THE AAIERICAN INSTITIJfE OF STEEL CONSTRUCPON 'SPECIFlCAiION REQUIRED pqp SHOP DRAWINCS� 1HE EXTERIOR SURFACES OF WALLS M'D ROOFS rWD TO THE TOP O y� o� FOR THE DESIGN, FABRICATION M1D ERECTION OF S�RUCTUML STEEL STATEMENT OF SPECIAL INSPECTIONS: THE MPLIGWT SHRLL SUBMR A S�ATENENT OF SPECIhL OF A GROUND SUPPORrED fL00R, OR IN iHE CASE OF A CRAWL FOR BUIIDINGS". REQUIRED MFIERWL SPECIFlCATONS REPpRY� INSPECTIONS PREPqRED BY THE REGISTERED OESICN PqOFES510NQ IN RESPONSIBLE CHARCE IN SPACE, TO THE BOTfON SURFACE OF THE CRAWL SPACE. IN THE � � o'o ACCORDANCE WITH SECTION 10].1 qS A CONDRIDN FOR ISSUANCE. THIS STATEMEM SHALL BE M �E OF B/SEMENT FLOOftS OR IEVELS. THE CRLCUlAT10N OP 3 g 4. STRUCTURAL SIEEL SHALL CONFORM TO ASTM A992 (Fy=50 kaiJ, N/A FABRICATOR N�E INSPECTON ACCORDANCE WIiH SECTION 1]O5. ENCLOSED SPACE SHALL INCLU�E SUCH SPACES. FOR AOORIONS m� MISCELVNEOUS SiEEL SHPLL CONFORM TO ASTA1 AJ6 UNLE55 TO EXISTNG BUILDMGS, THE VOLUME OF ENCLASEO SPACE SHRLL �=3 OTHERWISE IN�ICATEO. REQUIRED PACNING SLIPS� REPORT REOUIREMEM: SPECIAI INSPECTORS SH11LL NEEP RECORDS Of INSPECTIONS. THE SPECWL INCLUDE THE ENTIRE E%ISTING BUILDINC M!0 PLL PROPOSED INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDINC OFFICIAL, PND TO THE FDDITIONS. 5. SIEEL PIPE SHALI CONFORM TO ASTA/ A500 �COLD-FORMm WELDED AUORIONAL TESTING PN� INSPECTONS: REGISTEREO OESIGN PROFESSIONAL IN RESPONSIBLE CHRRGE. REPORTS SHPLL INDICATE THAT WORK �� µY ONE OR TMO FAMILY OWELl1NG OR ANY ACCESSORY �� k SEAMLE55 CFRBON STEEL STFEUCTURN.TUBING', GRADE B, OR DURINGCONSTRUCTION INSPECIED WAS OR WAS NOT COMPLEfED IN CONFORMANCE TO APPRO�EO CONSrRUCiION BUILOING THERETO. ASTM A53 PIPE STEEL BIACK M!D HOT-DIPPED 21NC-COATE� WEIDED DOCUMENIS. OISCREPPNCIES SHRLL BE BROUGHT TO THE IMMEOWTE ATfENTION OF THE CONTRACTOR Z' PNY BUILOING USEO E%CLUSNELY FOR AGRICULTURPL � N� CONSIF2UCTION/INSrRLLATION PURPOSES. SEE PPPENDIX C FOR OCCUPANCY PND OTHER _ ANO SFAMLE55 1YPE E OF 5. GRADE B. PIPE SIZES INDIGTEO PRE FOR CORRECTON. IF 7HEY ARE NOT CORRECTE�, THE OISCREPPNCIES SHFLL BE BROUGHT TO THE IJMRATIONS. NOMINAL. ACTUPL OUi5i0E OIMIEfEF IS LAFEGER. INSPECTIONS AND TESIING REPORT ffEM ATfENT10N OF 7HE BUILDING OFFICIAL AND TO THE RECISTERED DESIGN PROfES510fJ�L IN �. REfNNING WALLS LE55 THAN TEN FEEf IN HEIGIR AT ALL REOUIRED (COMPLEfED BY RESPONSIBLE CHARGE. A FlNPL REPORT DOCUMENTING REOUIRED SPECIAL INSPECTIONS SW1LL BE POIN15 ALONG TME WALL AS MEASURED FROM THE BASE OF � PP 6. STRUCTURAL CONNEC110N BOLTS SHALL BE HIGN STRENGrM BOL1S ENGINEEP OF RECORD) �LL SUBMITfEO. THE FOOTINC TO THE TOP OF THE WRLL. (BEARMC 1YPE) ANO CONFORM TO ASTA N25 ME-% 'HIGM C� � � SrRENGTH BOLTS FOR STROCTURPL JOINTS, INCLUDING SIIITRBLE NlITS RE�UIRED STEEL INSPECTIONS NOTMTHSiANDING THESE E%EMPTIONS. PROiE5510NAL ENGINEERING Q� PND PIAIN HPR�ENED WASHERS'. PLL BOLTS SHALL BE }�4' DIA SERVICES SHRLL BE RE�UIREU FOR ACTIVRIES WHICH ME � � � UON. N/A HIGH STRENGTH BOLT INSPECnONS REQUIRED WSPECTIONS AND SITE REVIEW DOCUMENT AS A CONDITION OF THE oFEMED To CONSnIDTE THE PRACtICE aF ENGINEERING � y(9 ��e BUILDING PERMIT THE FOLLOWING INSPECTIONS AND SITE REVIEWS IDEN7IFIED BY rv5 DEFlNED IN M.G.L C. 112. � 81D, EXCEPT AS PftOVIDED IN �$ �� 7. PLL STEEL AUTEflWS SHFLL BE CALVMIIZED AFTER FPHRICRTION IN N/A HIGH WIN� ZONE INSPECTIDNS M.G.L Q 5M AND ANY LEGALLY REOUIRED PROFESSION OR AS 3 �iE THE BUILDING OFFICIAL ARE REOUIRED FOR WORK PER THE ACCOR�PNCE NATH ASiA1 A123 '21NC (HOi-DIP GRLVPNIZED) COATNGS " PROVI�ED IN M.G.L C. 112, § B1R. WHERE WORK IS PERFORMED STH EDITION OF THE =o gRw ON IRON AND S1EEL PRODUCTS'. UNLE55 OTHERWISE NOTED. N/A FOUND�TON INSPECTIONS BY LICENSED TRPDES PEOPLE PURSUANT TO M.G.L C. 112, $ „�ug � MASSACHUSETTS STATE BUILDING CODE,780 CMR,SECTION 710 AND CHAPTER 17 e1R, PIANs PNO SPECIFlCATIONS PREPMEO TO DOCUMENT THAT �$z 8. ALL BOLTS, ANCHORS PND MISCELUNEOUS HNRDWME SHFLL BE N�A CONCREfE COMP. STRENGTH, SLUMP WORK SHN.L NOT BE RE�UIRED TO BFAR THE SEAL OR �s� GALVANRED IN RCCORDANCE WITH ASTA1 A153 'ZINC-COATING TE515 AN� PUCEMENT SIGNANRE OF A REGISTERED DESIGN PROFESSIONPL m (HOT-DIP) ON IRON ANO STEEL HPR�WARE', UNLE55 OTHERWISE N�A POST INSTALLED MlCHOR ROD REOUIRED SITE REVIEW AND DOCUMENTATION FOR PORTIONS OR PHASES CONSTRUCTION��e�� NOTED. VERIflCATION R°�°°6O1°�°Y^E�°PR0°""��°F°0N°��°1�"°��°R�'O�'`�1P�°�"��OR� 109.8.1.1 SPECIALIZEO SR2UCR1RE5. TELECOMMUNICATION TOWERS. � ' N/A BASE PIATE 6ROlf� VERIFlCA710N ENGN EREDNSIiiIICTURES PNDISIFNLL BTE SUBJECT tOETHE 9. FlELD WELDS. DRILL HOLES. S4W CUTS PND ALL DAMPGED GNLVAN2ED SITEREVIEVJANDDOCUMENTATION E SITEREVIEWANDDOCUMENTATION E � SURfACES SHALL BE REPNRED WIiH AN ORG�NIC ZINC REPAIR PNPR REOUIREMENTS OF SECTION 107.8. ¢ COMPLYING WITH REQUIREMENTS OF ASTM A780. GALVANRINC REPPIR N/� CERiiFlED WELD INSPECTION SpIL CONDI110N/eNOLY515/REPORT ENERCY EFlIpENCY REOUIRENENTS a PAINT SHALL HAVE 85 PERCENT ZINC BY WEIGM, ZIRP BY DIINCAN 109.82.8 WNSTRUCTION. THE REGI5fERED DESIGN CALVANIZINC, GALVA BRIGM PREMIUN BY CROWN OR EOUAL N/R EARTHWpRN: LIFf PND OENSIIV FaonNc u10 FouNMnON PROFESSIONPIS WMO ARE RESPONSIBLE FOR THE OESIGN. PLANS, � THICKNESS OF MPIJED GALVFNI2INC REPNR PNNT SHPl1 BE NOT ONCLUDINC RE1NfORCEMENT RID FlRE P1MM INSIALLAl10H� X GILCUTAl10N5. AND SPECIFlCATIONS, THEIR �ESICNEE OR THE a $ g � � � o NOT 1E55 THM! 4 COATS (FLLOW 71ME TO ORV BETNcEN COATS) ry�p ON SITE COLD GALVANIZING FOUNMlION RTVCHMEHn REGIS7ERED DESIGN PROFESSIONRLS WHO HAOE BEEN REfAINED °e � WITH A RESULTING COFTING THICKNESS REOUIREO BY ASTIA AI23 OR VERIFlCATON CONCREiE ROOA u1D UNDQ2 ROOR FlRE SUPPRESSION INSTaLLATO� ]( FOR CONSTRUCTION PW15E SERVICES. SHALL PERFORM THE A153 AS RPPLICPBLE. N/A GW N1RE IENSION REPORT LOW6T iLOOR FLO00 E1.EVITION FlELO FEPOIiIP FOLLOWING T/SNS: �S 'Y' "Y' % 1. REVIEW, FOR CONFORMPNCE TO THIS CODE AND 1F1E DESIGN f0.CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCmURES. pppmONRL TESTING M1D INSPEC110N5: s11iUCluRnt m.WE - WI.�/RODA/ROoi X GRBON NONOXIOE OEIECnON STSIEM CONCEPT, SHOP ORAWINGS, SPMPLES AND OTHER � �' � �' � �' � ORR�EC�TING WELDINC�ALL NELDEfl SANO WEL�DING PROCESSESDSHALL E.O.R. TO INSPECT EXISTING MASONRY uix,wo rusrtA/cmuw SEISMIC PFJNFORCEMENf REOUI E EMS OF THE CO 51itlICTION DOWMENTS�TM TME BE OUALIFlEO IN ACCOAOPNCE WIiH AWS 'STPNOARD OUALIFlCATION FlRE RESISTPM WPLL/PoltTrtI0N5 FRUAING SMOKE CONTROL SYSiEMS Z. PEftFORM THE DUTIES FOR REGIS7ERED OESIGN � PARAPET & WALL PRIOR TO STEEL PROFESSIONALS IN CHAPiER 17. W PROCE�URES'. PLL WEL�INC SHRLL BE �ONE USING EJO%X FlRE RESISDJrt WPLL/PNRI110N5 FlNISH SMONE NIO NEAT YEMS �. BE PRRENT AT IMERVALS MPROPRWTE TO THE SrRGE OF F � F ELECTROOES PND WEIDINC SHALL CONFORM TO NSC AND DI.I. WHERE STUB-UP INSTALLATION p��HM�s CONSR2UCTION TO BECOME GENERALLY FfJAIIJAR WRH THE O FlLLET WELD SIZES ARE NOT SHOWN, PROV7DE THE MINIMUM 52E PER � i TFBLEJ2.4 IN THE RISC 'MMlUr1L OF STEEL CONSTRUCTION'. 9TH /9oVE CEIUNc INSPECnoN /{CESSiBiutt (321 CMR) PROGRESS AND OUALt7Y OF THE WORK ANO TO DEfERMME _ � s � � � - � IF THE WORK IS BEING PERFORMEO IN A MPNNER J F � eomoN. FLOOR UPGR4DES FOR ROOM fIRE 9LOCNING/5lOPPINC S151EM X on�Qex: 8 CONSISIEf�R WfIH THE CONSTRUCTION DOCUMENTS AND THIS Q 5 " � 11.INCORRECRY FABRICATED, DAMAGED OR OTHERWISE MISFITTING OR AFTER CONSTRUCTION EMERGENCY ucHnNG/E%rt SICNACE X COOE . j � � � � o � NON-CONFORMING MATERIALS OR CONOITIONS SHPLL BE REPORfED 1- CONSTRUCTION/INSTALUTION MERNS OF ECRE55 COMPONENIS X �ELIPL INSPECTIONS (SECTION t]04): THE PERMR MPUCATION SH/�U. N0T BE OEEMED COMPLEfED �+ TO THE CONSTRUCTION MANAGER PRIOR TO REMEDIRL OR CONRECTVE U AC110N. ANY SUCH AClION SHPLL qEOUIRE CONSiF2UCrI0N MANAGER INSPECTIONS PND TESTING -SRIB-UP INSPECTIONS UNi1L r1LL OF THE CONSiRUCTION DOCUMEMS REOUIREU BY THIS = G G � � MPROVAL. REOUIRED (COMPLEfED BY REPOR� f1EM qppFlNc, COPINc -EOUIPMEM ROOR PEINFORCDAENIS X COOE HAVE BEEN SUBNfRED. DOCUMEMRTION INDICATING THAT � � � � ENGINEER OF REWRD) �'� 'MORK COMPUES WfRi TNE PLANS ANO SPECIRCAOONS SHALI BE H 8 12.UNIffiRUi 5lIFLL 8E FORMED STEEL CHANNEL STRUT FRAMING 0.5 PROVIDEO AT ME COMPLETON OF EqCH PWSE WHEN REOIIIRED [p � � � '� � � � MMlUFACTUREO BY UNI51(tUf COR0., WAYNE, MI OR E�UPL. 5R21R REQUIRED MODIFlCNTION INSPECTOR REDLINE OR BY iHE BUIIDING OFFlCIRL. _ RECORD DR4WMG54 yEry�NC StS1EN5 K?CHEN, CHEMIGI. NM MEMBERS SHALL BE 1 5/e'R1 5/8'r11G4, I1NLE55 OtHERWISE � � � • m m � n e NOTED, ANO SHALL BE H0T-OIP CALVANI2ED AFfER FABRICRTION. n/n POST INSTALIED ANCHOR ROD 107.8.9 CONSTRUCTION COMRRCiOR SERVICES. THE ACTUAL „ a\: PULL-OUT TESTING CONSTRUCTION Of THE WORK SHQL BE THE RESPONSIBIUtt OF k' MECHPNIGL SYSiEMS THE CENERAL CONTR/�CTOR AS IDENTIflED ON THE MPROVED a G��$C � 13. EPO%V ANCHOR RSSEMBLY SHRLL CONSIST OF STNNLE55 SIEEL REQUIRED PHOTOGRRPHS 9WLOING PERMIT RNU SHALL INVOWE THE FOLLOWING: � S � - ANCHOR ftOD WRH NUTS 8 WASHEftS. PN INiERNFLLV 1HREADED 1. R IS THE RESPONSIBILITY OF THE PERMIT FPPLICANT TO NOTIFY THE BUIIDING OFFlCUL OF 1. EXECUiION OF ALL WORK IN ACCOROPNCE WRH THE ' INSERT, � SCREEN NBE PNO A EPo%Y ADHESNE. THE MlCHORING ADOITIOtUL TESTING REOUIRED MPROVm CONSTRIICTION DOCUMENTS. o ^ SYSiEM SHALL BE THE NILTI-HIT HY-20 rW0 OR HY-150 SYS�EMS AN� INSPECTIONS: 2. E%ECUiION AND CONfROL OF ALL MEfNODS OF - � . (AS SPECIFlED IN OWC. OR ENCINEERS PPPROVED EOUPL INSPECrI0N5 (%). INSPECTION OF ]90 CMR FIRE PROIECIION SYSTEMS MAY BE WITNESSED BY ,., � THE FlRE CONSf17lICTION IN A SRFE AND SATISFACiOM MANNER IN S '� " '. � OFFICIAL AND INSTALLATION PERNITS qRE REOUIRED fROM THE FIRE DEPPRTMENT PER 5P7 �COR�ANCE WRH N1 MPLICABLE LOCRL SrATE. M!D �-`- � 9 74.EXP�NSION BOLT$ SHALL CONFORM TO fEDE21L SPEdFICATION - FEDEk1L STATUTES AND REGUlA710NS. H�' C� \ FF-5-325. CROUP II, TYPE 4. CV55 I, HILT KWIK BOLi III OP NOTES: CMR. J. UPoN COMPLEfION OF THE CONSRtUCTION, CERfIflCATION W �- [ F i�l'�:��L � \ APPROVED EOUAL. INSTALL4ilON SVIPLL BE IN ACCOR�ANCE WITH THE 1. REOUIRED FOR ANY bEy( SHOP FPBRICRTEO FRP OR STEEL Z. INCIUDE NfPrl J2 TEST ANU ACCEpfANCE DOCUMENTATION n r� cP MPNUFACTURER'S RECOMMENDAlI0N5. 2. PRO`IIDED BY MANUFAC7URER, REOUIRED IF MIGH STRENCTH �� INCLUDE APPIJCABLE NFPA /3, 13R, 1JD, 14, 15, 17, 20, 2N, ETC. - TEST AND '�mNG TO TME REGISTERED DESIGN PROFESSIONAL IN \� �� f,i�1 , � 80LT5 OR STEEL. � ACCEPTANCE RESPONSIBLE CWIRGE THAT, i0 THE BE51 OF THE c_ �.�� I5.LUMBER SHpLL COMPLY WITH THE HEOIIIREMENTS OF THE AMERICAN 3. PROVIDEO BY GENERAI. CONTRACTOR; PROOF OF MATERIALS. OOCUMENTATION CONiRACTOR'S KNOWLEDCE PN� BELIEF, CONSfRUCTION HAS � N`v' INSTITUTE OF TMBER CONSTRUCTION AND h1E NATOWLL FORESf 4. HIGH WINO 20NE INSPECTION CRTB 120MPH OR CAT C.0 4. 1NCLUDE NFPA 720 RECORO OF COMPLETION PND INSPECTION PND TESf FORM BEEN DONE IN SUBSTANTIFL ACCORD WRFI SECTION 107.8 110MPH INSPECi fRPAIING OF WQLS, ANCHOFING, 5. INCLUDE FlELD REPORTS PND REIATED DOCUMENTATION AND WRH ALL PERTINENT DEVIATIONS SPECIflG4LLY NOTED. \ 1 � <_ii.J�tO PRODUCTS ASSOCIATION'S NATIONPL OESIGN SPECIflCFTION FOR WOOD 8. WOftK SHALL NOT PROCEE�, OR BE CONCFALE�, UMIL THE REOUIRED INSPECTION HAS BEEN iME BUIIDING OFFlCWL MAY REOUIRE A COW OF THIS CONSfRUCTION. ALL LUM6Efl SHPLL BE PRESSURE TqEAiEO AND FASiENING SCHEDULE. �PRO�p �, CERTflCAT10N. \ \- y,,,--- U �%� SMPLL BE SiRUCNRAL GRADE N0. 2 OR BERER. 5. AS REOUIREO; FOR ANY flELO CHANGES TO 7HE ffEMS IN T�{E BUILDING OfflCLLL, ANO NOTHING WRHIN CONSIRUCTION CONTROL SHRLL HAVE THE �O� ��K�- . TM�5 TPBLE' 107.8.4 ON SITE PROJECT REPRESEMATION. WHEN APPLICAilONS C c - � R�� 16. WHEqE ROOF PENEfRATi0N5 ARE ftEOUIRE�. TME CONTRACTOft SHRLL EFFECT OF WNVING OR LIMIfING THE BUILDING OfFICIAL'S AUTMORITY TO ENFORCE THIS COOE WITN FOR UNlISUAL OESIGNS OR W1GNIIUDE OP CONSfRUCTION ARE flESPECT TO EXPMINATION Of THE CONTPACT DOCUMENfS, INCLUDING PWlS, - -CONTACT AND COOR�INATE REUTED WOftK WITH THE BUILDING OWNER ' FlLEU, OR WHERE REFERENCE STPNDAf705 REOUIRE SPECWL '^ EM 5 MA � ANO THE E%ISTING FOOF INSTALLER. WORK SHALL BE PERFORMEU IN 1. ALL CONNECilONS TO BE SHOF WELDED h flEID BOLTED �OMPUiRT10N5 ANO SPEqFICRTI0N5, PND FlELD INSPECTIONS. ppCHITECTURN. OR ENGINEENINC INSPEC7ION5, THE BUILDING SUCH A MPNNER AS TO NOT V01� THE IXISTING ROOF WARRANIY. USING J/4'0 AI25-% BOLTS, UNLE55 OTHERWISE NOTIflED. �� ROUGH PNO/OR FINISH INSPECPONS OF ELECTRICAL, PIUMBING, OR SHEEf MEfAL SHALL BE OFFICWL MAY REOUIRE FULLTIME PRQIECT REPRESEMATION BY A 21J ESSEX STREEf ROOF SHALL BE WATERTIGHT. 2. SHOP DMWINC ENGINEER REVIEW k APPROVPL REOUIRED �NSPECIED REGISiERED MCHITECT OR PROFESSIONAL ENGINEER IN AOORION SALEM, MA 01970 BEFORE ORDERING NAiER1AL. PRIOR TO ROUCH AND FINISH INSPEC110N5 BY TNE BUILDINC OFFICIAL. TO TFUT PROVIOED IN SECTION 107.8. THE PRQIECT 17. RLL flBERGlA55 MEMBERS USED PAE /S MPNUFACIDREO BY }, SHOP DR4WINC ENGINEER RLYIEW @ MPROVRL REOUIRED REPRESFMATIVE SH4LL KEEP ONLY RECOROS AN� SUBMR STRONCWELL COMPANY OF BRISfOL, VA 2420J. ALL DESIGN CRIIERIA PRIOR TO 5fEEL FPBRICRTION. REPORTS AS AWY BE REOUIRED BY THE BUILOING OFFlCIAL. UPON FOF THESE AIEMBEflS IS B15E0 ON MFORMATION PROVIOEO IN THE t. VERIFICATION OF EXISTING ft00F CONSR2UCT10N IS REOUIRED COMPLETION OF THE WORK, TNE REGISTERED �ESIGN OESICN MANUA. N.L REOUIREMENTS PUBLlSHED IN S4D MANUAL PRIOR TO THE IN5fPllATION OF THE ROOF PUTFORM. PROFESSIONAL SXALL FlLE A FlNRL REPORT INDICATNG THAT THE � MUSf BE SfRICTLY ADNEREO T0. ENGINEER OF RECOR� IS TO APPROVE E%ISTINC CONOITIONS WORK W15 BEEN PERFORMED IN ACCORDANCE WITH 7ME ��.� IN OROER TO MOVE FORWMD. MPROVE� PLrWS AND THIS COOE. THIS ON SITE PR0.IECT 78.NO MAIERIALS TO BE OROERE� AND NO WORK TO BE COMPLETEO 5. CENTERLINE OF PROPOSED SIEEL PIATFORM SUPPORi flEPRE5EIRATION REOUIREMENi SHALL BE DETERMMEO PRIOR TO UNTIL SHOP DRAWINGS HAVE BEEN RENEWED ANO APPROVEO IN COLUMNS TO BE CENTqALIY LOCATED OVEN THE ?HE ISSWINCE OF iHE BUILOINC PERMR AND SHALL BE A WRITIN6. EXISfING BUIIDINC WLUMNS. REOUISffE FOR TXE PERMR ISSUANCE. REFUSAL BY THE 8. 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'� � -' MlE 06CPoPIION HY CNN Appp � ;�; � � � �� o ��„�,. �m�� .� �, Hudson . . ax �� , ��„s �m�� .. om� DealynGroupuc�o verizon� � p y L !� — '7\��(�, f 10/2B/15 REVISFL fIBEHGIA55 GMYNEY 14 J[ OPH �� JmD � .LLj J 11/10/15 RENSm FIBE0.6U55 CHIYNEY 16 JIf �PH 1 12/09/15 13`/6ED ppf 061GN IEVRW BUNO tb JX DPH IYOOSGWOSIFfEi �� WI![NGIDNOFlH.SUIIEY90 1EL- 19]81�1-3351 �iOMrmfR510M 5 10/3�/Ib PEV6m EOUIPYFNf XOOY IMATON Si' J% OPX N.Af�VFR.M�01&5 ipX:I9�8�3]tr5586 �/FSIBORWfM.AU01581 ' Z O V � � � O N o 'N U � � u. � > �� Zo•-o•t � �� `-'EXISTMG 4"x4" �� STEEL COW,NN . � "'m (BELOw) >_ � w6 I � C y LL � � � 1 R - I 1 I � O� R � � y� i � � �� .___ i E%ISTING 3"xi2" RAFfERS � � � � � � �c �� '---- I _ � n^t o.c. �Tva.) — -- � � � 3g �� 1 ' �� . $ . , � _�_ e , , � � � r------ ------ ------ -----� � � ,. n , � � , � , � � � / �� EwStiNc � ' '� ' • � w1z":a".r3/a.. '----- ----- ----'-_' ' ' � (9ELOW) "_'_' _ � � � . � - � � E o E 8 S S 5-8 � � 49 q 9 � , � + i i_i � � � � � � � � � � i 1 � � Z � EXISiING FIFTH ' � � rg � � i� i� � ` � � � u � � � Ex15TING 4"x4" ExISTING 4"x4' � STEEL COLUNN STEEI COLUMN FLOOR WALLS � � (BELOW) (6ELOW) a � � � � � � — zo•—e•t � � � � � � � � � f N N N � �il �\ � �\\ .. . � a �e�>ao � � „ . � tY58' "C i v ; i-. � _ � �� Y �� E I��L P �� KEY PLAN , � �� nr� � �� ; CI`v'�_ � SCALE: N.LS. 5-8 14'!B' . � i ( .4.��[v `��t ,��=�IVE9 �NEfl�� EEP y �n: �� EXISTING FRAMING PLAN 1 GRAPHIC SCALE M g MA � SCALE: I/2'=\'-0' S-8 � � � � � � , 217 ESSIX STREEf SALEM, MA 01970 �■� � �;�� n � � � L J m O r . , � ;" _'_ " I i" ___ n O �� i i �/� L I I J 1 I � y/ f �1 II'y�`�� t N I O - m _ _�_ b u i_. -�- O v L J 9 � '� � �"� � , � � 9 9 m L J m � 1/1 UI � � � � � 8 Z^ � I' O N U LI L r � � � � ' i_ _�_ � � � , � N � � D r � 70 � � ` � L Z � PROPOSED 8�5200-54 � � � � I I � � � ' 8' YETAL SND O 16' O.C. (IYP.) � O � o i , g � � r � � ps k ' F 5 ; � � --- J 'A � I � Z � � � B m I � I o i , � i i � � Z o 3 ;— � _ ___ � � � �, , S! S(2�} I � � V1 L b J � y � I � � °�° N r � � G�i � � y � u 1 L J b + � � � r l N N � L � � C J r � � L J r � � � � � " '_ �� x � �CA o$ �� S�' W��yyyp +� OKN M� ;m y �NB OW "� n_ ��m �m� N =S�� p � �� I � A � `" m � g�� 'o D f� I� ��I n CI `" � � S2�o8 �b" � � �� i� =� �- O n �m�� g �- O Ij�j�l -. 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A tipu'. ��p � , _ " 30_ o �N 2 `� O n . ��` �o;�q,ia�7��yy ' �,.. . _ FOR CONSTRUCTION I �=' `1�i A �- = �T� Y, PROPOSED FRAMING PLAN PREPMm BY: � "�"�°`«� ! � r� �f � 4 ' ' ` � mm T I.' � MlE UESfJ�ipN Br pllt APP'D ;�; � - � �; o �„�„ �� . �, Hudson� . . �x 8.. ^� , �,�„s �� o��g�� verizon� � p-y�i; �F'� S�\� 2 10/]B/15 ISV6ED f1�RQASS CIOIQIfY 16 JR WH vmD I1�� S 11/10/15 IRY6m fIDE�lAS$GYYlRV 16 JR CP11 I(NOSGOOOSiFEEi pla g 1 12/Oe/15 IRV�PQt OELGII ISVRW BdXO t6 JN �TI �R�y��p��SL�IIEYM1tl iEL 19RI�1-SSV �iBMtOfR¢0.N 5 10/31/18 REV6Ep EW�YfM NOpY 1pG)M41 4 JY pPH KA�OpvER,MA019e5 FA%:�9I0�3Ab5506 _ xh5lmwucMr.wm5e1 FM 200 CLEAN AGENT FIRE SUPPRESSION SYSTEM Z t. FURNISH AND INSTALL A'TOTAL FLOOD'CLEAN AGENT FIRE SUPPRESSION SVSTEM WITH AUTOMATIC DETECTION AND CONTROL. O 2. THE DESIGN,EOUIPMENT,INSTALLATION,TESiING AND MAINTENANCE OF THE CLEAN AGENT SUPPRESSION SVSTEM SHALL BE IN 1� ACCORDANCE WITH THE APPLICABLE REpUIREMEMS SET FORTH IN THE LATEST EDITION OF THE FOLLOWING CODES AND i --'e _ �._ _c'.'-. s`�.._._� s _ - ' c ' _- s \ \ STANDARDS: � � li V 2.e. NFPA N0.2001-CLEAN AGENT FIRE EMINGNSHING SVSTEMS �i' I�i 3fi0°DISPERSION NOZZLE � � 2.b. NfPAN0.70-NATIONALELECTRICALCODE iI� i .�� tt; 2.a NFPANO.R-STANDARDfORPROTECiIVES16NALING �u i l �� I � PHOTOELECTRIC � O 2 tl. PACTORV MUTUAL APPROVAL GUIDE i I.' i/j f�� j�:,� SMOKE OETECTOR 2.e. UL USTINGS .if i.�%��//j.i i�I TVP.2 N N 2.0 REOIIIREMENTSOFTHEAl1THORITVHAVINGJURISDICTION�AHJ).THESTANDARDSLISTE�,ASWELLASALLOTHERAPPLICABLE i�l i�� ,/ . PI CO�ES,STANDARDS,ANO GOOD ENGINEERWG PRACTICES SHALL BE USEO AS"MINIMUM'DESIGN STAN�AROS: � . :. .. �_ J. THE SUPPRESSION SVSTEM INSTALLATION SHALL BE MADE IN ACCORDANCE WRH THE DRAWINGS,SPECIFICATIONS AND APPLICABLE I�� - ;, � I�I"� O � 4d.b.NSTNEWSMOKEDETECTOftSTOFTHEFOLLOWING: III� _- _I' eill; " L STAN�ARDS.SHOULD A CONF4CT OCCUR BETVJEEN THE DRAWINGS AN�SPEGFICATIONS,THE SPECIiICATIONS SHALL PREVAIL, v______�_! I ie ' _ � V O.a. ACOMPLETEOPERATIONALFM2005VSTEMS � (� ---'-' ' � �; � �` � I.c. POWER FM200 SVSTEMS CONTROL PANEL FROM SMOKE DETECTION CIRCUIT. � V P ��;� O / �� 4.tl. INTERLOCK WIRING AND CONOUIT FOR SHUTDOWN OF HVAC 8 ELECTRICAL POWER SLIPPLIES. � � -' � O.e. CONNECTIONTOVERIZONWIRELESSMONITORPOINTS. I�� i !I��' FM200TANKANDVALVE � g� ]. ALL D�CES,COMPONENTS AND EQUIPMENT SHALL BE NEWPS�ANOARD PROOUCTS OF THEFMANUFACTURER'S LATEST OESIGN ANO � � � i �� 5. THE MANUFACTURER OF THE SUPPRESSION SVSTEM HARDWARE AND DETECTION COMPONENTS SHALL BE IS09000 REOISTERED. �� i li � .g 'I�d '�_'_'_'___'__'_'_'_"'__'__"__ �� m}� ii�____'_'_"_"' � SUITABLETOPERPORMTHEFUNCTIONSINTENDED. li��l ��-----------'-`--'-'-_-_--� i � e. FLLDEVICESANOE�UIPMENTSHALLBEU.LLISTEDANOIORFMAPPROVEO. '�, �� iiii�__-----------__-__ _ i i : ., � i ""' _'_ � ' 9. TME INSTALLING CONTRACTOR SHALL BE TRAINEO BV THE SUPPLIER TO DESIGN,INSTALL,TEST AND MAINTAIN FIRE SUPPRESSION i',i ��'��r - ' " -� i q � e I'," SYSTEMS.THE INSTA�LING CONTRACTOR SMALL BE AN EXPERIENCED FIRM REGULARLV ENGAGED IN THE INSTALLATION OF i i i' � i�,� AUTOMATIC CLEAN AGENT,OR SIMILAR,FIRE SUPPRESSION SVSTEMS IN STRICT FCCORDANCE WITH ALL APPUCABLE CODES AND ��- ,�}+� M .- '' t .:.-,,r. ... ._��, STANDARDS.THE INSTALLING CONTRACTOft MUSi HAVE A MINIMUM OF FIVE(5)VEARS EXPERIENCE IN THE OESIGN,INSTALLATION AND �� -�� . .- � �..r r..r3 �- " ` � �`� -' �" �-�-_..__.:"_.. __.. ._..... � iii_='�-:_:.'- . . ...::..__.: TESTINCa OF CLEAN AGENT,OR SIMILAR,FIRE SUPPRESSION$VSTEMS. ="='1''"�--"""""' � 10. THE INSTALlINO CONTRACTOR SHALL SUBMIT DRAWINGS,CALCULATIONS AND SVSTEM COMPONENT DATA SHEETS FOR APPROVAL TO g MM MM THE LOCAL FIRE PREVENTION AGENCV,OWNER'S INSURANCE UNDERWRITER,AND ALL OTHER AIITHORITIES HAVING JURISDICTION BEfORE STARTING INSTALLATION.SUBMIT APPROVED PLANS TO THE ARCHITECTIENGINEER FOR RECORO�. BELL 11. THE SYSTEM SHALL PROVIOE A FM200 MINIMUM DESI6N CONCENTRATION OF ].9%BV VOLIIME.SVSTEM DESIGN SHALL NOT EXCEED f0.5%FOR NORMALLY OCCUPIEO SPACES WITH RETENTION TIME OF 10 MINl1TES. TO SHUNT iRIP IN BREAKER 12. THE SVSTEM SHALL BE COMP�ETE IN ALL WAVS.IT SHALL INCWOE ALL MECHANICAL AND ELECTRICAI INSTALLATION,ALL DETECTION AT ELECTRICAL$ERVICE AND CONTROL E�UIPMENT,AGENT STORAGE CONTFINERS,FM200 AGENT,DISCHARGE N022LES,PIPE AND FITTINGS,MANUAL RELEASE AND F80RT STATIONS,AUDIBLE AND VISUAL ALARM DEVICES,AU%ILIARV DEVICES ANO CONTROLS,SHUT�OWNS,ALARM FM200 SVSTEM CONTROL INTERFACE,CAUTIONIAOVISORV SIGNS,FUNCTIONAL CHECKOUT ANO TESTING,TRAINING AND ALL OTHER OPERATIONS NECESSARV PANEL AND ALARM FOR A FUNCTIONAI,Ul USTED ANDIOR FM APPROVED FMI00 CLEAN AGENT SUPPRESSION SVSTEM. HORN/STROBE IN SERIES WITH FM200 SVSiEM MANt1AL 13. THE CONTRACTOR SHALL BE RE�UIRED TO PERPORM A DOOR FAN TEST AND PROVIDE A RELIEF VENT IF REpUIRED PENDING ON TO VERIZON OISCHARGE AND ABORT SWITCH , MONITOR POINTS E%ISTING SICaNAL CIRCUIT RESULTS FROM TEST. STROBE MONITOR MODULE FOR ALARM AND 14. PROVIDE TWO(2)INSPECTIONS OURING THE FIRST VEAR OF SERVICE.INSPECilONS SHALL BE MAOE AT GMONTH INTERVALS TROUBLE.TIE INTO EXISTING FIRE COMMENCING WHEN THE SVSTEM IS FIRST PLACEO INTO NORMAL SEftVICE. OUTSIDE ROOM INSIDE ROOM q�qRM SVSTEM 15. THE SYSTEM SHALL BE ACTUATED BV PHOTOELECTRIC DETECTORS INSTALLED FOR MAXIMUM AREA COVERAGE OF Y50 S�.FT.(232 WARNING SIGN WARNING SIGN MY)PER DETECTOR.DETECTORS SHALI BE CROS&20NED DETECTION REOUIRING TWO DETECTORS TO BE IN FIARM BEFORE RELEFSE. 16. AUTOMATIC OPERATION OF PROTECTEO AREA SHALL BE AS FOLLOWS: ACTUATIONOF(110ETECTOR.WITHTHESYSTEMSHALL FMYOO PLE�i N 2 -i -0" FP'-1 LEGEND � a. ILLUMINATE THE'ALARM'LAMP ON THE CONTROL PANEL FACE. FM2OO DESIGN � g b. ENERGREAVISUAIINDICATOR. 11x17 $CALE: 1/4"=1'-0" c. TRANSMITASIGNALTOVERIZONWIREIESSMONITORPOWT. wwmeteietuaitFeer�eu.anxe�a�� .sraoee � E. TRANSMITASIGNALTOTHEBUILOINGFIRElLLARMSVSTEM. MwiMurnnaenTroar.excoNceHrnnrioN:vo�e. 5 - ACTUATIONOFAZNDOETECTOR.ONASECOND20NE.SMALL cnwoeas¢e:iwim O�+sioEa00MwaarviNasiau� �ou*sioeaooMwu�uiuosia�+� 1YI'VKVE ASSEMBLY � � e. ILLUMINATETHE"PRE-DISCHARGE"LAMPONTHECONTROLPANELFACE. �owae[ssuseseesors WARNING WARNING H �MoanSmoee � L ENERGI2EAPRE-DISCHARGELAMPONTMECONTROLPANEL. uomo�sv[�iuoiuroA g. STARTTIME-DELAVSE�UENCE(NO7TOEXCEEDBOSECONDS). cwssc�e iMIS�RE�I5PR0iECTE00Y�CLEAN .rnseR¢nisraorec.so Q�eeu h. $VSTEMABORTSE�OENCEISENABLEOATTHISTIME. ]80'OE6REENOIILE AOENTFIflESVPPRE5510N5I9TEM. BV�CI.EM'P6ENiFIRE O.pqOTOELECT0.IC y AFTERCOMPLETIONOFTHETIME-�ELAYSE�IIENCE,THEFM200CLEANAGENTSHALL015CHARGEANDTHEFOLLOWINGSHALLOCCUR: oesweanseoonHrresooi wneu.neoiaenunrasounos.oaix awa�ssioHsysrem. sMaceoeremoe Z I. ILLUMINATEA"SVSTEMFIRED'LAMPONTHECONTROIPANELFACE. *eeevsrviorevtaenrvoaveiem irvreeeveHiorneiaenno O-nurvuu��ense a j. SMUTDOWNOFALLPOVJEkTOMIGHVOLTAGEEOUIPMENT. ' oi3CMwaee,evuunteHunaou+en srsreMoistHaace,00 J IC � SHUT�OWNDCPOWERTOSHUNTTRIPBREAKER. IMME�UTELY�NDOONOiRE�ENTER NOTENTE0.UNTILMEI.15 �q .�90RT4YAiCH a UNTIL�REAISTX�R0116KYVENTMTEO, iMOflOIIOXLYVENTWTEO. I. CLOSE VENT DAMPERS. � m. TRANSMIT A SIGNAL TO VERI20N WIHELESS MONIT00.POINT. . � n. ENERGIZEAVISUALINDICATOROUTSIDETHEENCLOSURE. (y � MONITOR MODULAR(ALARM)TIE � 71. THE 3YSTEM SHALL BE CAPABLE OF BEING ACTUATED BV MANUFL DISCHFRGE DEVICE�OCATED FT EXIT DOOR.OPERATION OF A TIE INTO BUILDIN6 - INTO EXISTNG FIRE ALARM SVSTEM LL MANUAL OEVICE SHALL OUPUCAiE THE SEQUENCE OESCRIPTION ABOVE EXCEPT THATTHE TIME OELAY AND ABORT FUNCTIONS SHALL � EXISTING FIRE ALARM f BE BVPASSED.THE MANUAL OISCHARAE STATION SHALL BE OF THE ELECTRICAL ACTUATION TYPE AN�SHALL BE SUPERVISEO AT THE MONITOR MOOULAR(TROUBLE)TIE TELCO ALARM 90X � MAIN CONTROL PANEL. INTO EXISTING FIRE ALARM SVSTEM 1B. CONTFINERSHALLBESUPER•PRE33URREDWITHDftVNITROGENTOFNOPERATINGPRESSUREOF380PS1�24.8BARAT200C). HVACCONTROLLER CONTAINERS SHALL BE OF HIGH-STRENGTH LOW ALLOY STEEL CONSTRUCTION AND CONFORM TO NFPA 2001. S7ROBE OUTSIDE ROOM CONNECT NC CONTACT 19. CONTAINER SHALL BE ACTUATEO BV A RE-SE?TABLE ELECTRIC ACTUA?OR WITH MECHANICAL OVERRIDE LOCATEO ATAGENT HORN/SiROBE ACROSS INPUT a CONTAINER. 20. CONTAINER SHALL HAVE A PRESSURE GAUGE AND LOW PRESSURE SWITCH TO PROVI�E VISUAL AND ELECTRICAL SUPERVISION OF gE�� M M THECONTAINE0.PHESSURE.THELOW-PkESSIIRESWIiCHSHALLBEWIREDTOTHEWNTFOLPANELTOPROVIDEANAU0IBLEAN� HVAC HVAC � ' VISUAL"TROUBLE"ALARMS IN THE EVENT THE CONTAINER PRESSURE�0.0P5 BELOW 34]PSI(198AR).THE PRESSI/RE GAUCaE SHAIL MANUAL DISCHAf3GE UNIT UNIT BE COLOR CODED TO PROVIDE AN EA9V,VISUAL INDICATION OF CONTAINER PRESSURE. ABORT SWITCH 21. CONTAINER SHALL HAVE A PAESSIIkE RELIEF PROVISION THAT AIITOMATICALLV OPEf3ATES BEFORE THE INTERNAL PRESSURE E%CEEOS 150 PSI(517 BAR), %o�kr�''+, 22. ENOINEEREODISCHAROENOZ2LESSHALLBEPROVIDEDWITHINTMEMANUFACTURER'SQUI�ELME9TOOISTRIBUTETHEFM200AOENT PMOTOELECTRICSMONE A M H6 S � S:)` ' TMROUGHOUTTNEENCLOSURE. OETECiOR(CROSSZONED) _A y.pug� �T � Y3. DISTRIBUiION PIPINO,ANO FITTINOS,SHAIL BE IN9TALLE�IN ACCOR�ANCE WITH THE MANUFACTURER'S REOUIREMENTS,NFPA I001 AMPERS '�'`� AND APPROVEO PIPING STANOARDS AND GUI�ELINES.ALL�ISTRIBUTION PIPING SHAIL BE INSTALLEO BV OUAUFIED INDIVIDUAL9 ELECTRICAL SERVICE POWER 8 3HL1NT `�' �ezm: /: USING ACCEPTED PRACTICES AND Ol1ALITV PROCEDURES.ALL PIPING SHALL BE ADEOUATELV SUPPORTED ANO ANCN017ED AT ALL TRIP IN BWLDING ELECTRIC ROOM ,o, ' �IRECTIONAL CHANGES ANO NOZZLE LOCATION. 40 VOLT RECTIFIERS LOW PRESSURE SWITCH � � ��,�� 24. THE WNTROL PANEL SHALL BE A PCR RELEA6ING PANEL SUPPLIED BV FM200 SVSTEM MANOFACTURER.THE WNTROL SVSTEM AND EMERGENCV SHUTDOWN �1 >Ec. �r' ITS COMPONENTS SNALL 8E UL LISTED AND FM APPROVED FOR USE AS A LOCAL FIRE ALARM SYSTEM WITH RELEASING DEVICE �FM I00 SOLENOID VALVE SERVICE.THE CONTROL SY9TEM SHALL PERFORM ALL FUNCTIONS NECESSARV TO OPERATE THE SVSTEM DETECTION,ACTUATION AEGiS�EREo ENCMEER AND AUXILIARY FUNCTIONS. FM2Q0 45. THE CONTROI SYSTEM 9HALL INCLUOE BATTERV STANDBV POWER TO 9UPPORT 2d HOURS IN 3TANDBY NND 5 MINUTE$IN ALARM, ' CONTROL PANEL SALEM 5 MA CONTRACiOft TO PROVIOE 9ATTERV CALCULATION9 BASEo ON EOUIPMENT BEING INSiaLLED. 217 ESSEX STREET 2B, iHE DETECTORS SHALL BE 9PACED AND IN9TALLED IN ACCORDANCE WITH THE MANUFACTURER'9 SPEGFICATIONS ANO TME FIRE ALARM NOTES: SALEM, MA 01970 GUI�ELINES OF NFPA 74. � 27. ALL SVSTEM WIRINO SHALL BE FURNI9HE�AND INSTALLED BV iHIS CONTRACTOf3. . 1. INSTALL AS RE�UIRED BV fIRE DEPARTMENT AND NATIONAL FIRE CODE � 2B. ALL WIRING SHALL BE INSTALLED IN ELECTRICAL METALUC TUBIN�(EMT),OR CONDUIT,ANO MUST BE INSTALLEO AND NEPT SEPARATE 1, ALl FIRE ALARM E�UIPMENT,CONDUIT WI0.1N0 SREB,�UANTITIE9,TVPES AND LOCATIONS SHALL BE VERIFIEO AND APPROVED '. FROM ALL OTHER BUILOING WIRING. , BV LOCAL FIRE DEPARTMENT PRIOR TO IN9TALLATION. 29. AFTER TNE 9V9iEM INSTALLATION HA9 BEEN COMPLETE�.TME ENTIRE SVSTEM SHALL BE CHECKE�OUT,IN9PECTED AND 9. THE MANUAL DISCHAROE PIIIL STATION SHALL BE DIFFERENT IN AGGEAI7ANCE FROM Bl11LDIN0 FIRE ALARM SVSTEM.LABEL FUNCTIONALLY TESTED BV OUALIFIED,TRAINED PERSONNEL,IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMEN�EO "FM-Y00 MANUAL DISCNAROE" PROCEDURE9 AND NFPA 9TANOAFDS. 4, TME FM•Y00 MORN/$TROBE UNIiS SHALL BE OffFEFENT COLOR AND DISTINCT SOUND FROM THE BUILDING FIfiE ALARM SIGNAL �� 30. PHIOR TO FINAL ACCEMANCE,TNE IN9TALLINO CONiRACTOR 9HALL PROVIDE OPERATIONAI TRAININO TO VERRON WIRElE99 DEVICES.E%TERIOR HORNIBTROBE SHALL BE LABELED"FM•700 DISCHAROE" ��.� PER90NNEL,EACH TRAININO 8E8910N 9HALL INClUOE CONTROL PANEL OPERATION,MANUAL AND ABORT FUNCTIONS,TROl1BLE � S. POST FM•P00 SVSTEM SEOUENCE OF OPERATIONS AND OPERATIONAL INBTRUCTIONS ADJACENT TO PM•200 CONTROL PANEL. �� PROCEOURES,9UPERVI90RV PROCEDUPES,AUXILIANY FUNCTIONS AND EMERGENCV PROCEOURES. . ' 31. AlL TESTINO$NALL BE IN ACCOR�ANCE WITH NFFA 2001,APPEN01%B. /`� �'� 32. THEM%20000.FM2009V9TEMCOMPONENT9FURNISME�ANDIN9TALLEOUNDERTHISCONTRACTSHALLBEWARRANTEDAGAINBT FM200 WIRING DIAGRAM / 1 \ I DEFECT9IN DESION,MATERIAL9 ANO WORKMANSMIP FOR THE FULL WARRANiY PERIOD WHICH IS STANDAfiD WITH THE SCALE: N,tS FP-1 '� MANUFACTURER,8UT IN NO CABE LE88 THAN ONE(1)VEAR FROM THE OATE OF SYSTEM ACCEPfANCE. . . '. PWMBING NOTES ' Z - - - - - \ O 1. THIS CONTRACTOR SHALL FURNISH ANO INSTALL ..� �� - ALLPLUMBINGEpU1PMENTSHOWNONTHE �5'03' , __ . _ -- -' ♦ � DRAWINGSANDMEREINSPECIPIED.EDUIPMENT - �� E T '� \ ITEMS NOT SHOWN OR CALLED FOR SUCH AS o� - " X 5 T R E . � � FITTINGS,VAWES,HANGERS,ETC.SHALLALSOBE �1I=m S E M INSTnLLEDTOMAKEACOMPLETEANDWORKA9LE ��1T � E � S � �i O PLUMBINGSVSTEM. x � � 2. TME WORK SHALL INCLUDE,BUT NOT � � � - � y, NECESSARILV LIMITEO TO THE FOLLOWING � ' 2.a. ACOMPLETE NATURALGASSVSTEM � � � O ■N E%TENDING FROM THE HOUSE SIDE OF METER � . � PROVIDED 8Y GAS C0. � ' U 2.0. REWORK OF EXISTING GAS PIPWG AT METER - � BANK IOCATION TO PROVIDE PROPOSED . ; � � WORK AS INDICATED ON DESIGN ORAWINGS. ' ' @ � o 3. THEFOLLOWINGWOftKIST08E00NEBVOTHER � w _9��,�-��r-� i O g Y� TRADES: ' � � �}-� � W � � qa �� 3.1. EXCAVATION 8 9ACKFIIL � i_ ___— ' ; ' ` ¢�� 3.2. CONCRETE WORH � i I i �I � � 3.3. PAINTING 3.4. ACCE55 PANELS . a i I � 3.5. CUTTINGANDPATCHING 3.6. ELECTRICALWIRING � i I _ __�_ __--- � �. a 4. OBTAIN ANO PAY FOft All REOUIRED TEST, O I �- � � � � � PERMITS,INSPECTIONS AND BACK CHARGES. . � 5. ALL WORK SHOWN ON THE PLANS IS INTENDEO TO � N I � I BE APPRO%IMATELY CORRECT TO SCALE,BUT . I FIGUREO DIMENSIONS ANO DETAILEO�RAWINGS � � � � b . ARE TO BE FOLLOWED W EVERV GASE.THE i I � ORAWINGS SHALL BE TAKEN IN A SENSE AS � � �IAGRAMMATIC.METHODS OF RUNNING PIPES , � Z I � N ARE SHOWN BUT IT IS NOT INTEN�EO TO SHOW � _ OPFSETS AND FITTINGS,OR EVERV STRUCTURAL DIFFICULTVTHATMAYBEENCOUNTERED. . � �I � � � 8. MATERIAL,INSTALlATIONSAND WORKMANSHIP VI I � I � . SHALL BE IN FULL ACCORO WITH THE MOST : I MODERN PLUMBING CONSTRUCTION � > REpUIREMENTS.ALL MATERIALS SHALL BE NEW, Z I � , UNLESS NOTED OTHERWISE.THIS CONTRACTOR � . SHALL COMPLV WITH ALL LOCAL,STATE,BOCA • — I m AND NATIONAL CODES. � � __, . . .. . _. � � ❑ � ]. THISCONTRACTORSHALLINSPECTTHESITEAND / ' � SHALL INVESTIGATE ALL CONDITIONS UN�ER / 1"G(682 CFH)TO � � WHICH HIS WORK WILL BE PERFORMEO.HE SHALL � / q� PROPOSED GENERATOR � � t5 COORDINATE HIS WORK SO THAT IT OOES NOT � � � II INTERFERE WITH THE WORK OF OTHER TRAOES — � ° W AND THE GENERAL CONTRACTOR$BUILOING � ' � � SCHEDULE � _ /� ; Z e. THE CONTRACTOR SHALL GUARANTEE NIS WORK � / NEW 2"GAS PIPING RUN ALONG . _ .. . � � FOR A PERIOD OF ONE YEAR FROM THE DATE OF � /� ROOF TO PROPOSED GAS BOOSTER -'- � a FINALACCEPTANCE.IFANVOEFECTSIN / o ' ' Q MATERIALS OR WORKMANSHIP OCCUR WITHM � / . THIS PERIOD,THEY SHALL BE CORRECTED AT NO • / AODITIONALCOSTTOTHEOWNER. ' ' / .. � � . _ _ _ _ _ _ _ _ I PROPOSEO GENERATOR ON ROOF(882 CFH) 9. GASPIPINGSHALLBESCHEDULE40BLACKSTEEL � Z PIPE WITH THREADEO MALLEABLE IRON FITTINGS. -- ----__ ______ � � ALL GAS PIPING SMALL BE PAINTEO VELLOW. m PROPOSED GAS 900STER ON ROOF - - - - - � 10. GAS COCK SHALL BE WATTS REGUTATOR SERIES TO PROVIDE REOUIRED PRESSURE OF = OBV APPROVED GAS BPLL VALVE. ]41"WC FOR GENERATOR(SEE GAS , � J . BOOSTER PIPING DIAGRAM ON NEW 6A5 METER SET BV GAS CO. a H. EACH ABOVE GROUND PORTION OF THE GAS �RAWING P-2) (BB2 CFH)(SEE GAS METER RISER . PIPING SVSTEM UPSTREAM FROM EACH 2"G(BB2 CFH)RI9ER ALONG �IAGRAM ON THIS ORAWWG) b EOUIPMENT SHUTOFF VALVE SHALL BE FACAOE OF BUILDING TO ROOF EXISTING GAS METER ELECTRICALLV CONTINUOUS AND BON�ED TO ANY GROtIN�ING ELECTRODES. ' w E%ISTING INCOMING LOW � 12. FURNISHANDINSTAL�ALLRE�UIREDHANGERS; PLUMBING OVERALL PLf1N �i� PRESSURENATURALGASSERVICE - STRUCTURAL3UPPORTS,RIGGWG,SLEEVES, SCALE: 1/8"=1�-0" P-1 .+^ LA�DERS,HOIST ANO OiHER REQUIREMENTS FOR . J3„��d`4t�;s� THE INSTALLATION OF ALL PLUMBING EQUIPMENT. - �.§�i�pua� ^J�� 13. FIIRNISNANDINSTAILNAMETA00NOA5PIPINO. - su .;,i� � NAME TAO SHALL BE METAL STAMPED WITM WIRE � �� ATTACHMENT STATING E�UIPMENT SERVEO. � . � p� yt GENERATOR BPECIFICATIONS :,'�� GAS PIPING TO RUN •i�yi,.*f" f0. COORDINATE GA9 SERVICE WORK WITH OA9 CO. ALONG SIOE OF MAKE: CENERAC a(p£c. �� NEW2'G(882CFN MOOEL SGOJ5 5.4L BIIILDINGTOROOF pROPOSEDGAS OOSTER KW: 35 AEoisiEREo ErvOwE[rt 8 OENERATOR ON ROOF H2: 60 EXI9TINGGA3T0 GAS PRESSURE: 7"-11" W,C. BOIIER IN eA9EMENT GAS LOAD: 682 CFH � SALEM 5 MA DESICN LENG7H: 100'-0" 21� ESSEX STREEf SALEM, MA 01970 � CTE OAS SERVICE PROPOSED NEW GAS METER � WINEW 4"G(682 CFH) SET BV OAS CO.(882 CFH) EXISTING METER EXISTINO INCOMING LOW �� PRESSURE NATURALOAS SERVICE GAS METER RISER DIAGRAM 2 SCALE: N.T.S P-1 Z O VPACKAGED SIMPl.EX GFS BOOSTER SVSTEM SPECIFICATION \ � � CENTRIFUGAL GAS BOOSTER SYSTEM M 1. THE CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE LLL LISTED,FACTORV BUILT, � O ENCLOSED,PACKAGED,SIMPLEX GAS BOOSTER SVSTEM WITH UPS BACKUP WHICH SHALL BE 'w � CAPABLE OF�ELIVERING A VARIABLE VOLUME OF NATURAL GAS TO A MAXIMUM OF 882 CFH WHILE ' PROVIDING AN ELEVATED DIFFERENTIAL GAS PRESSURE OF UP TO 11"W.C. L �_ 2. THE SVSTEM SHqLL CONTAIN ALL THE NECESSARV COMPONENTS INCLUDING A HERMETICALLV SEALED GAS BOOSTER PUMP,F.M APPROVED CHECK VALVES,ISOLATING VALVES,PRESSURE � � SWITCHES,PRESSURE RELIEF VALVE/REGULATOR,AND CONTROLS RE�UIRED TO PROVIDE F . w+ COMPLETEIV AUTOMATIC OPERATING SYSTEM IN FULL ACCORDANCE WITH THE LATEST LOCAL M W � UTILITV COMPANV REpUIREMENTS.THE GAS BOOSTER SHALL BE LLL 4STE�AND 9E OF THE �� HERMETICALLY SEAIED,SINGLE STAGE,CENTRIFUGAL TVPE WHICH 3HALL INCLU�E A MAGNETIC O � �$� COUPLED,3800 RPM TEFC MOTOR,OPERATING ON 115 VOLT 1 PHASE POWER. � 3. THE BOOSTER SVSTEM SMALL BE LOCATED AS NOTED ON THE PLANS.THE UPS SVSTEM SHALL BE LL � LOCATEO IN NEMA 3R ENCLOSURE UNDEft POWER�ISTRI6UTION PnNEL MOUNTED TO UNISTRUT. � ' 4. THE PACKAGE SIMPLE%GAS BOOSTER SVSTEM SHALL BE EOl11VALENT TO ACCARDI COMPANIES B MAGNETICALLV DRNEN HERMETICALLV SEALED COMPAC MD101 SERIES PACKAGED GAS BOOSTER � SVSTEM AND OUTDOOR ENCLOSURE. PIPING MANIFOLOS AND BVPASS LOOP 1. THE COMPLETE PACNAGEO GAS BOOSTER SVSTEM SHA�L BE P0.E-PIPED,ASSEMBLED,PAINTED AND WIRED ON A STEEL BASE AND SHA�L INCWDE FACTORV BUILT PIPING MANIFOLDS FOR THE INLET, � � DISCMARGE AND BVPASS LOOP OF THE BOOSTER.THE MANIFOIDS SHALI BE PROPERLV PRESSURE TESTED AND SHALL INCLUDE ALL APPftOPRIATEIV SIZED SVSTEM COMPONENTS. SIMPLE%GAS BOOSTER CONTROL SVSTEM 1. THE GAS BOOSTER SVSTEM SHALL INCLUDE A MICROPROCESSOR BASEO CONTROL SVSTEM WHICM � SHALL BE DESIGNED TO AUTOMATICALLV OPERATE THE aA5 BOOSTER ON A CALL TO RUN THE , EMERGENCYGENERATOR. 2 THE CONTRACTOR SHALL WIRE A PHVSICAL DRV-CONTACT CLOSURE INTERLOCK WITH GENERATOR AND EMERGENCV GAS SHUTOFF SWITCH TO PROVIDE START/STOP SIGNALS FOR THE GAS BOOSTER. 3. THE CONTROL SVSTEM SHALL INCLUDE AN ENCLOSURE WITH REOUIRED MOTOR CONTRACTOR,FUSIBLE DISCONNECT SWITCH,ON/OFF SELECTOR SWITCH,IN�ICATING LIGMT3,ALARM BELL WITH SILENCING SWITCH,AND GAS PRESSURE SWITCHES,UPSI6ATTERV BACK-UP POWE0.MO�ULE NECESSARY TO RUN � . THE GAS BOOSTER FOR A MAXIMUM OF 1 MINUTES ON AN INTERRUPTION OF MAIN POWER IN ORDER TO ALLOW TME�ENERATOR TO BEGIN OPERATION. DESIGN COORDINATION FIELDSUPPORTANDOUALITVASSURANCE . 1. TO ENSURE DESIGN INTEGRITV THE GAS BOOSTER SVSTEM SHALL BE COMPLETELV TESTED AT THE _ FACTORV PRIOR SHIPMENT TO THE JOB SITE WITH A WRITTEN CERTIFICATION OF PERFORMANCE. � , 2. THE BOOSTER MANIIFACTURER SHALL PROVIDE ALL REpUIRED FIELD SERNCE ASSISTANCE FOR INSTALLATION SUPERVISION,E�UIPMENT START UP,AND ONE(1)VEAR WARRANN SERVICE. � � J Q W C C7 I EMEftGENCV PUSH SWITCH LOW INLEf GAS PRESSURE SWITCH � ? I (COOROINATEACCESSIBLE MANUALRESET• � m � I LOCATION IN FIELD) �RL DUNCaS MOOEL#OML A44-0 g � � � J PRESSURE EMERGENCV SHl1TOFf VALVE(NORMALLV CLOSED a o GAUGE GAS VALVE)ASCO 8040/8P15 SERIES VALVE ECLIPSE (COORDINATE ELECTRICAL RE�UIREMENTS WITH k ELECTRICALCONTRACTOR) a 130LATING CNECK TE3T TAP BALLVALVE VAWE NC r -1 NATURALCaA$INLET & I �� (REFER TO PLANS FOR SIZE) PRESSURE i ' '" OUT IN GAUGE �c-`__________________J ��Haew�4.:, i PACKAGED FLEXCONN. '-"'-' � A�u �;'. GAS ISOLATING g � sa+ _e,J� i BOOSTER BALLVALVE — PROPOSE�EMERGENCV �� .�T. i UNION GAS-fIFEDOENERATOR ' .�.�;wA��c�-�� ns�x i� � GA$ I r OI b£c. � ��__________________________ ________________________ ___COCN_ _ J REWSIEFEO ENOINEER LOW DISCHA170E OAS PFESSURE LOCK UP REGULATOR-PIETRO g"DRIP LEG SALEM 5 MA SWITCH MANUAL RESE7• FIORENTINI MO�EL#3105SB•2"NPT 217 ESSEX SiREET KARLDUNOS MOOELpOMLA4-4< W/BLACKSPRINO(7-11'W,C.) 3EN�SIGNALTO SALEM, MA 01970 OPERATE BOOSTER FOR . RUNNING GENERATOR GAS BOOSTER PIPING DIAGRAM , . SCA�E: NTS P'Z �� MECHANICAL NOTES Z O DESIGN CRRERIA � SUNMER: OUfSIDE TEMPERATURE: 88 FDB 74S FWB � � INSIOE TEMPERATURE: 7B FDB SOR RH WINTER: OUISIOE TEMPERATURE: 9 FDB = � - INSI�E TEMPERATURE: 65 FDB M - 1. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE � O WIiFi THE CURRENT ASHRAE AND INDUSiRIAL STANDARDS. '^ AF1U v� N / 2. ML HVAC WORK SHPLL COMPLY WITH AlL MPIJCqBLE STATE AND Z LOCRL BUIIDMG CODES AND FEOERAL CODES HAVING JURISOICTION O �� 2 OVQ2 THE CONSTRUCTION. P�P�� J. COMRACTOR SHPLL E%AMINE TME PRaECT Slh M!D DISCU55 U A, / �CON�ENSER � W _ , � CENERAL REOl11REMENfS OF BUIIDING AN� WORN PERlORMPNCE � � LINES TO AIR � WIR1 THE PRQIECT MANAGER. CONTRRCTOR SHRLL COOR�INATE e � MANOLER UNf15 HIS WORK WITN THE WORK OF OIHERS ON TME PROJECL S� CONiRACTOR SHALL CONFlRM EXISTNG CONDIilONS AND PROVIDE O �' � ._ ' ______ "' __ "_'__ '_______ ______ _ �� _____' _______' .., �"""__________ ______ ______ ______ ______ _________ '_____ i ALL IFBOR M'D MATERIALS TO NPXE A WORNr1BLE AND USABLE � 5 _________� PROPOSm � sr51EM. �g � i � CONDENSQ2 � 5� � UNf ON ROOF 4. CONTRACTOR IS TO RFPORT 70 CONSTRUC110N MMU6ER ANY . m� ' � . (IYP. OF 2) ' i OBSEMAPONS OR CONDIiI0N5 WHICH ME OISCOVEREO IN 7HE � ' BUILDING WHICH WOULD PREVENT THE FULLEST USE OF 7HE HVAC PROPOSED NR ' ��M' i i HANDLER UNR IN 5. CONTRACTOR SHALL MRANGE AND PAY FOR RLL FEES, PERMITS. � "�,� E�UIPMENT ROOM - AND INSPECIIONS CONCERNINC THE WORK. 0 ^:° � (TYP. OF 2) � � O 6. A MNN7ENPNCE UBEL MU5T BE AFFl%EO TO MECHANICAL ��a% EOl11PMENT. TYO COPIES OF A NNNTENPNCE MPNIIAL FOR THE � EQUIPMEM ITEMS SHFLL BE PROVIDEO TO THE OWNER BY THE Wg COMRl�TOR. g ,�Y J. CONOENSRiE DRNNS TO BE COPPER TUBING. DRP1N5 SHP11 BE C� R 0 INDIRECT. ORAINS SNALL BE SUPPLIED PND INSTrKLED HY THE W W CONTRACTOR. DRNNS SHALL NOT BE RUN ABOVE ELECTItICAL OR �� c�� ELECTRONIC EOUIPMQJT. DRNNS SHALL BE INSUUTED WITH 1/2' p �� e1 2e FlBERGVSS �� "'iF 8. ALL DUCTNORK SHALL BE CONSTRUCTED PER SMACNA STMIDPRDS. _� �u� MECHANICAL PLAN �� GRAPHIC SCALE 9. T1E COMRACTOR SHr1LL BE RESPONSIBLE FOR THE RWUISITION ��`. a t ] ♦ e fEET ANU PAYMENT OF PLL PERMIT5 PNO INSPEC710N5 REOUIRED PND � SCALE: 1 2 =1 -0 M-1 REIATE� FEES FOR 1HI5 INffiALUTION. ALL WORK SHQL COMPLY ' . WIR1 APPLICABLE STATE AND LOG1L CODES. 8 10. PLL CONNECTIONS BETNEEN A.C. UNITS/FANS AND DUCTNORK � . SNALL HAOE FlREPROOF, HEAW DU7Y FLEX-CONNECTIONS (LOGL a JURISOIGTON APPROVED) WIiH 3' MIN. CLFARRNCE. ISOUTE r1LL - Hoeuulr CLaSED Corrt� H.V.AG UNIIS/FANS ANO EOUIPMENT FROM STAUCTURE WfRt (NCj OF SNOKE DErECroR. APPROVED ISOUTION MOUNTS. � $ x� x� � � �Z � 1]oVAt CONmoL f1F1AY Ix 11.ALL WEATHER IXPOSED EOUIPMEM, DUCTS, EfC., SHALL BE YEf,LL ENCLOSIIRE K11X (1) COMPLEfELY WEATl1ERPROOFEO. � � � � � R., �, t; OPOT CONTRCT MlEO 16� 12WAC - SEE NOIE♦ 12. ALL SUPPLV AND RENRN DUCTS SHQL BE LINED WITH 1', Q iEl»nN�1 Parrt R (ttP) A 1-1/28 DENSI7V FlBERGUSS WITH NNYL FACE TO P1R SfREFM. W � � � � � � � SEPL ALL RAW EOGES. INCREASE DUCT 52E5 TO PROVI�E XEY£RSE ILTNG iNERMOSTAT SPEdFIEO fREE AREA � SET TO CLOSE/�BOrE BOF - � '¢'¢'¢ �E �� 1J.EFR RATING OF EACH HVAC UNIT SHALL COMPLY WITN STATE fn � ORwuix �/� � REOUIREMENTS. W � � � c�asco � ro�p� CONOENSING UNI75 p � i s RECYCUNa TIMER COM'L•T MOUMm ON SLEEPERS . 14.INSlRLL CONDENSATE �RNN lJNES AWqY FftOM W.L ELECTRICPL. �C)OF SEE A-2 FOR LOCATON RaaO, nrJD rELEPHONE EOUIPUEM. Z u $ � � 11PJAC REIAY IN YETIL �p OKE hqMIHK EHCLOSUPE WrtH Y OPOi �ETE�TOR y�q�p (rn) INSULATE $UCTION LINE 15. ALL H.VA.Q EOUIPMEM SHALL BE SEISMICRLLY BRACED PER Z �' �d �M� w'h� ��'�' LOCAL REOUIREMENTS. � izw�c - s[E Hme Ys Fusoo ai I WRHS W NHIBrtOR PNNT a � 8 � � p s a.C. N.C. � 16. PROOIDE NLL OPEMPNG CHARGE OF R-22 REFRIGERPNT fOR AC J � � � � ` � � iM,,xE uwPER °A F�" � �J�',, REFRIGERANT PIPING k ELECf. s1"''TEMS. V s 8 0 B B rr�zoo ACnIATOa � q� �/ tYw�C � CONDUffS INSTALL PER �7.�pN0EN5ER aR INTAKE PNO D(HqUS� DUC7WORK ANO LOUVER Z � � � � � � � ��iµ Ho. � uOP�N � MANUF. RECOMMENDATIONS p�ENUM SHALL BE INSUTATED WITH 1', 7 LB DENSITY FlBERGL455 Q WffH FOIL FACING. S • r � � � m umon (rr-i) � �H� � siH�Po� INSTALL llOUID IJNE MOISTURE t„) �Lry �� g�T�� INDICATOR SIGHf GU55 18. PROVIDE INTERCONNECTING REFRICERr1NT PIPING BEIWEEN W g ?� i L" � $ e �M,'f�uANA�� I VIBRATION PAD$ ��TOR AND CONOENSING UNIT. PIPING TO BE SIZED PER � 3 S � � � ry �•J MPNUFACTURERS RECOMMENOATIONS. PROVIOE 7/2' MMOFLEX � NOTES: PROPOSEO P.T. W000 SLEEPERS INSUTATON FOR nLL REFRIGERnfli PIPINO, __ n . n 19. AlL NVAC EOUIPMENT SHALL BE INSTALLED PER MANUFACTURERS � �" ' 1. MINIMUM WIRE SIZE �12 AWG. INSTALL CIRCUITS IN WIREWAY AN� 3/4 EMT. RECOMMENDATIONS �p�- - ��q�,y j 2. INSTALL SEPARATE GROUND WiRE WITH EACH ,Zov nc c�Rcurr. CONDENSING UNIT S �� f F iJi�L �. �\ ��, 3. PROVIDE A REVERSE ACfINC THERMOSTAT, ADJUSTABLE FROM 70'F TO 120'F, HEAW DUIY, SCALE: N.T.S. �-� HVAC EQUIPMENT SCHED E � �� I � SINGLE POLE, SINCLE THROW CONTACT, CLOSE ON RISE, RATED FOR 1/25 HP O 120VAC. ON �IV� A RISE IN TEMPEWITURE ABOVE hIE SEf POINT THE E%NAUST FAN SHALL RUN AND THE YORK MODELq: f2FP080 �� MOTORIZED AIR INTAKE DAMPER SHALL SPRINC OPEN WHEN THE SPACE TEMPERATURE DROPS - qH COOUNG: 80,000 BN/HR I < .h:I?�G NTAKE OAMPERE(NORMALLY CLOSED) Sw1LL BE MOTORCLOSED)SHUT OFF AND THE AIR �•2 NOMTNAL�TON5:530V/10/BOH2 \ ��, y� rF�� e�J� ACCESSORIES: SUPPLV AND RENRN PLENUM. �'�F - SAEB EFi� mt 4. PROVIOE HVAC INTERLOCK REIAY AND FAN CONTROL REIAY EACH CLA55 8501, TYPE "C" 120 � NO HEAT POWER KIT, hPK06700106 � �"" ' ` VOLTS AC OPERATED COIL MODEL NCOt6, DPDT CONTACT ARRANGEMENT 2 (N.O.) AND 2 (N.C.) YORK MODEIq: H1DB060 � LEM 5 MA 10A CONTACT RATING IN NEMA 1YPE 1 SHEET STEEL ENCLOSURE AS MANl1FACTURED BY 217 ESSE% STREEf SOUARE D OR APPROVEO EOUAL. CU COOLING: 80,000 BTU/HR SALEM, MA 01970 VOLTAGE: 230V/10/BOHZ 5. PROVIDE RECYCLING DIGITAL TIMER RELAY (RT) MODEL N368, DPDT CONTACT 120VAC OPERATED �'2 NOMINAL TON5:5 COIL, SOLID STATE HIGH ACCl1R4CY, SHALL BE UL, RECOGNRE� AND CSA/NRTL CERTIFlED AS ENVIRONMENTAL CONTROL GENERAL NOTES ACCESSORIES: SUPPLY AND RENRN PLENUM. MANUFACTURED BY THE TIME MARK CORPORATION OR APPROVED EOUAL. THE EXHAUST FAN NO HEAT POWER KIT, NPK06700108 AND DAMPER SMALL CYCLE ON AUTOMATIC RECYCLING TIMER (R7) TO RUN FOR S MINUTES SPACE-ENVIRONMENTAL CONTROL SEOUENCE - FILTERS: "FARR" SIZE:22"x21'xi' TYPE: 30/30 � EVERV HALF HOUR TO E%HAUST HYDROGEN VAPOR EMITTEO BY STORAGE BA7TERIES. SITE TEMPER4TURE CONTROL IS TO BE PROVIDED BY AIR CONDITONING UNIT(S) CONDENSA7E PUMP: McMASTER-CARR TEL:404-J48-7000 HVAC DIAGRAM �� EOUIPPED WITH 1 OR 2-STAGE. COOL/WARM WALL THERMOSTAT PROVIDED BY �� CONTRAC70R. SYSTEM IS i0 OPERATE 24 HOURS A DAY, 7 DAYS A WEEK, 365 Ng969Ki1 VOLTAGE: 230V/1m/60HZ SCALE: N,'I'.5. �-� DAYS A YEAR AND SHALL MNNTAIN SPACE O 78 DEG. F. (+/- 2 DEG.). CONTROL PANEL• 'COMSTA7" LEAO-LAG CONTROL UNIT THERMOSTATS SHALL BE LOCATED FlVE FEET (5�-0� ABOVE THE FINISHED FLOOR CONDENSATION PAN: BEST BUY HEATING AND AIR OR AT THE SAME HEICHT OF ANY AWACENT ELECTRICAL SWRCMES. CONDITIONING 28'e28" CONOENSATION PAN, CO�E(/ ORNP28%28. � GENERATOR SPECIFICATIONS PANEL NAME: WTERGRATED LOAD CENTER ASSEMBLY ABBREVIATIONS GENERAL NOTES Z is, �w i2o/2oe¢ 2oa NOUMING: SURFRE � O iHE ENGWE GENER4i0R SHRLL BE OF LXE ipME . PCCESSOPoES'. ELECIAIf.al� Ounutt n5 iHE GErvfF<L �5'.vi GENEFniOR. 1MMU(MIURER GQ1flYL PpWER SYSIEM �0 �ppppt µ�p��C.roUN�BNi -ACOUS➢UL ENCLOSVPE � . I. hLL LMDUCiCRS SHALL BE COPPER, /1 ` MiH �RIiIGI ExHauSi SILErvCEi �� "�w'E �� 7 -RENIBLE ExY.AVSt CorvNELiOR, SiAMLE55 SiEEL CIRBRNR P Ld1D DESCR�IION NVA BPNICH CIR 9PNICM CKf NVA LQ�D 06CRIPlION P BPKR �� 4�� rvG OENCES Arv0 EOmP1AENT SXPLL BE SPECIFlCA➢ON GaADE PNO UL L6iE0. _ � . -ELOCK NEPftR 1NiM THERMOSUT No. PS I�PS � BLW �E COPPER WIRE � d. iHE INSiALLhilOY 0( ALL MAiERIALS SHPLL LOMPLV WIiH ME YAIIONPL ELECiRIC LOOE ' -iAi�PiPE nN�Fnw cAP Kit 1 YO 1 IOGN15 2�12. 1/12G. 3/PC Ri14. ti13Q 3/OC CR PECEPbLLE � p0 Y � �E��qN�EN 20t�EOiPGry OR �niEST. ' � O CENERniO3 SHPLL 6E A JS eNW/6u Hz/STFNUBi -9ARERY } 20 1 RECEPGCLES 2��2, 1/12C, J/�'C 2I�� I/IRQ 3/�'C IINE CIDCN I PO 1 �BE CWf ISOUlE9 GRWNO HW IX1ERtU1 p p��Mq��iq�5 SnALL BE NEw 200-6�OV ENCLOSED VNiT -EFTiEFY RACK ANO CA9LE5 � ,^ � -0ATiERY CYARGCq, [OUnuZEjRCqT-ttPE 5 I 6 OWO OMFWG V� -OIL ORAIN Kli Bp 3 NIU-1, 5 TUN 2�6. �B�• 3/�'C 3�8. I�BG, }/CC µU-2, 5 tOH 1 5p �5. OUREiS RN�JIINC➢ON 80%ES SHBLL BE ZINL-00�c0 OR GOMIUM GLAiEO SHEEi-SiEEL �l OKFP0.SIZE-LvwxN, (IF.) ]6 v 3c x 50 1/i -t50a SAfEGUFR�BREAHEF 1 B EN QECIPIGI'NETALLIC NWNG BO%Ei n0T LESS MAry FOOR INCXES SpUaRE ArvD SUITPBL FOR 1HE il"�E OF SERNCE � �� OURE1. AU_ CVRET AN� JONCiIQN BO%ES SHPIL 6E SECURELT SUPfPCE MWNTp. O M£IfNi(RADIAiOR NO�EQ, ME11.B.; I,t50 185. «/- -COMM�N PAI�IIRF REI.FY NIT B ]0 3 CO-1 2/10. t/�OG. 3/PC 2��0. 1/10G.J��C CU-2 2 b '� `w ��rop E. iHE ENTRE SYSffM SHALL BE SOLI�LT GROUNOE�OSING COMFPESSION-iVFE CONOUIi /1 � -NBRP➢ON ISOUPON vli i �� p CPS CLOBLL POaTIONING MIEM FlTiINGS ON CONCUIiS AN�PROPEflLY BONOE�GPOVNO CON�UCTOPS. CRIMP-TYPE ANp � w, ll GR GFOWfH SET SCREW-TTPE LONDVIT FIiiINGS PRa NOT PLLOWEO. ASL RECEPiPttES PN�EOOIPMENT W - ]O Y RECIIFlER�1 I�1Q IIIOG� ��{�C J/0. 1�BG. J/1'C - SUftIS MRESIOR 'j QQ �• CIiCUITS $HRLL BE GRCIlNOE� 'JSING P fI1LL-512E EOIIIPNENi 4ROJNOING CQNClICiOR � \ � �OCPL FOEI GAS PNp VLUMbIN4 CWE APiOES �p IPL GENENAIVH AVp IIS COMPpNENIS. 15 � �8 ICP IMERqN CROUNO PoNG(WLO) RUN 1N1H iHE CIRREM CON�UCi0F5. � g� 11 1B lAGB ��iJREM1U COPGfR CRWND flW ]. aLL WAII PEN:�qqjI0N5 FOR iELCO. POWER, ANC GROUNOMG SMTLL REWIRE RIGIp S1EEL O � Y„'� ]0 1 RECTIFlER/0 2i10, 1/104 }�pC I/f0, �/IW,J/4'C - FECIIRFR/J 2 ,HI StEEVES. �9 20 NIGB 1N51F1t 60UlED GROUNU BW qq �� RI pp p�,5 PEASOtUL CONNIINIG1pN MiEM B' A�� 55NiCHES$HPLL BE 49 INCXES P.F.F. y S�� 2� ]0 ]IAECIIFlQi /� ]��0, 1itOG. S/1'C 1/10. I�IaG, S/4'C - RELTFlQt/5 0 ]0 Z4 p� p�.� ��nOH GBMET 9. PLL FECEPinGES SHhLL 2E IB iNCHES AEE . � �� 3S 10 I IGEN.BNTi. CH4tGER R/12. 1/BG. PC IFAO/IIL COMROLLFJi I 20 YB PFC PPIYdiY PblO GBINEf i�. nLl i-cTn�Sliall �E o0 iNCF�CS <.f�. Y) 20 I IGEN.BIOfJ( MFAIER 2�10. ��BG. �'C Y/12. 1/12C. J/1'C HVIG COHIPOL PMIF1 I 20 2B pC5 NGIO GLLVNlIh9 SIkEL �,� CPAIF iFPV� t9 ]0 �SPME ]/1f. 1/11C. ]/�'C SPIRE I 20 30 RM/ PACEWAY 11. 90iTOM OF CAB�E iRAY'aXALL BE 9'-fi" A.FF 0 � ai sa i ru-zoo z/ia ��isc, i'c s/ix. i/ixc. �/�t w-i. z i so sz m+ rmiu,i JS 1/I3, I/I4G J/�b IELCO RECfP�AftE 30 31 WLB UPPEA Nl1ENNA COPPFR GROUND BIA �� CABL° iR4Y<NCHaRS SNPu BE MOUNTE� TO SIItUCIDRaL CflLirvG. ��^' 1B0 REMOIE POWER LqBINET 1B0 13, AFiEF FINPL LEVE�ING OF CpBLE iFAT, CUi iHREPpEO RO�S I 2 BELOW Nui nN� CAP OfF. w 6 �S �ME 10 38 /' D 20 SPIRE $PME 20 dB ninqu nrvo<ruac C� �LL JB 20 ISw � 4/It, 1�12G, I'C SPME 40 �0 �4 pLL AL<Fu YAFES SMn0.BE RUN FPOM EnCM OF ME WMPONErvic I[RMiNu SiRIP. LEPVE O p 11 ]0 � 3/12, i/�ZG, 1'C SPHtf 20 42 AODOIONn�n�aRM x1RE COLLEC wrtH SUFFiC�EM1?LENJiH TO REnCN 1HE F100ft. H� �� 15. PlL PI,PRM MRES SHRLL 6E i<C:.E� ANG LABELE� N�TN ieE aPFflOPPI�iE PLPRL ITEN. a� �_� � FLL COkTACiOR$ MLl BE NORMPLLV CLOiE�, �RY. PND IS0.nlEC FROM GROL�NO, LLO.N. T�� `�p^gF 16. ALL ALARM MpWG SHPLL 9E 1/3"G. 2 /22, IJNLESi OT4ERK15E NOlE0. i C 4�� 1J. ELECiRiCP1.CONiftRCT�R TO CARRY FOWER FEEO OF LESSEES M0�CEV_Ep'JiPMENi. op� 1B. ALl EN0.051RE5 i0 6E NENA, > a�i 19. INIEFGF4iED LCA� LENiER q55EM2Ll AN�THE GENfRAiOP SUPFLIEO BY l£SSEE, m 8 W C L g � � � 000 I zaa. 1M/]OB e -^i i NEMA 1 ENCLOSURE WITH i�� w VEpIZIX1 ROOM LOGTED V ' ' ' MINGED COVER & LATCH, ' � - ox r�rrn rwon E 2 � � 2 2 � LA9EL"ALARM TERMINAL� NOTES: CABINET �, TERMINATIONS: TERMINATIONS TO THE ALARM STRIP y �---1---� WILL HAVE CRIMP ON BLOCK SPADE, pµ� a � S I "' 3"^�{ p, i naci in�n� q�L ALARMS WILL BE LABELED WIiH WHITE �-C' FlFlH RAOR � i �' � � ( I LAMINATEO TAPE�LABELS AT THE ALARM BLOCK. ro �rt.nrzaH wno C � V � �, � COMMQtCU1 PoWQi GNWRE 2 C9 GFOUND AINC J � 3. ALL AURMS WILL BE BROUGHT TO THE TELCO Q � 000A u,musiax y 80MD AND CONNECTED TO THE TERMINAL STRIP. (�H+4 iN z'c U � � (alN/o. l�)dsc. s'c OC � � � � recx aH 5rt[ g 4. TERMINAL STRIP WILL BE IOCATED INSIDE A . � auiu�iH� . � � � � � � w GENQUTOR FNWRE i HOFFMAN 80X MOUNTED i0 THE TELCO BOARD. lT�o1 c� y,� @ 0 � g CONDUIf ROUIFD MNOUGX J 0 8 CG'ERaoR LaN NEL �- 5. USE A MINIMUM 18AWG WIRE TO BRING ALARMS TO (3)/J/C, (1J/]G, 9MhMCTO E%ISIINGCIUSE W `�j B � � � � � THE PLARM BOARD. iN ]'C ��P � � yL IVIIST IOCK C f ��.Fp q00F � � �n n n u GRIEUTOR RUNNINC � � 8. ALARM CONTACTS ARE NORMALLY ClOSED. OPENING � � N�m o�: �- Of CONTACTS INDICATES AN ALARM CONDRION. 5 $8 0�$a HICN TENP yti NEW 300 AMP, AWN 10. � 2-POIE qRCUrt BRENCEP 4'PoGIO CONDUR TO 4'RICIO CIiOUND CONWR NANNL G�S WW 1E11P .g µD M��20B.B I,n3W FitOM�ERRO�IN� T�pIEW EMEflCENC'I �� pN R00��0 � o - e� n e n y'Z CIRCVIT pjqpM 061GtU110N AVRY GENERATED Bl: EOUIPMENT SHELiER. �N�d�N BISEMEM SNOKE/i1RE �g iEPM�W19 COOROIIMIE WfM C.M. � M/AC-1 FNWRE � 1-� CDIINERCUL PoWER FNWRE IWIISfFA SMfCX (]H]/0, (1)/]G, 2'C 1E1C0 G Zy ]-4 OOOF INIRUSiON fliHpt DpOR OEMNC GPOIlNO TO IXI511NG INAC-3 FNLURE TM PXFP➢Oi AWN 44N CFOUND fl1R / �. 5-8 iECN ON SIIE SXELIFA DISCOHNECf/E%1511NG MflFA NE4i EMEFGENCY �"''a�'S ' F 3".�.{ e ]'C fUP CONNECliON TO FlPE I; `?•ecE � n � 1-8 CENER,1ttIR iNWRE �pWipq � (IXISTNG SETnCE i5 BOd�, E%ISIINC FlHE I1MM DENCES. WOPOIN4IE Pµd�� n[cta�Ca� w Z�• 3 P�• 4�R� ALViM INRUTON WIRING REOUIREMENR IN i1E4D � ��-�3� L__1___J B-10 GfNFRANR tAW NEL CQIQUNR �y M CIftCUR 9�4�.�_q�Ea°C� � E : " I1-11 CENpUTOp FUNNING CENRUTON r - ` 1]-1♦ NIGH iQAP C11451E COMROL I�' I H�SEMENi LEVEL 15-f9 lOW LEIIP Cl1WlE COMROL �' PECISIE ENCINEEF NOTE: PFONOE SIOWLE IN �NSTALL ALARM TERMINAL INSIDE i6Xi6 1]-�9 aoKE/i1RE flMEq SYOKf DEIEmOH ACfqrawCE Wm�CWE To �; HOFFMAN BOX TELCO BACKBOAR�WITH te-so Hw.c-f fawrs[ qy� INOIGiE 1NI5 IS A SQMCE SALEM S MA o�uON^�/°i/ 217 ESSD( STREET (2)1"KNOCK OUTS p�_pp �,�_Z FawpE M,� 1. EXACT LOCATIONS OF ALL EOUIPMEM SHALL BE OEIIItMINED IN FlELD. ALL NEC CLEARANCE REOUIREMENfS SALEM. MA 01970 SHALL BE MEf. 2. REFER TO 'A' AND "C' OWGS FOR E%ACT ROUIING Of ALl CONOUITS. - 3. VEPoZON CONSiFtUCTION MANAOER SHALL COORDINA7E ALL ELECTRICAL WORK WITH UTIUIY COMPANY. POWER & TELEPHONE �� ALARM DETAIL , RISER DIAGRAM s SCALE: NIS E-1 SCALE: M'S E-7 Z O H (> > � _ oC O � o .N U � � � p� PROPOSm GROUND RING � O � � fl� � � 0 �� .-"'"' �" """'""'""""""'"'""""" 'j.. .."'"""' """ /" ' ""'" "P'_3"""'•., � j •, ELECTRICAL NOTES �" PROPOSED ELECTWCAL OUREf ;��U_Z P�-3 . P1-3 : � m �(JOO IDsj �j P�_3� 1. EMERGENCY LIGNTING - WALL MOUNTED LIGNTING ��m� BATTEM UNIT, MNNTENANCE FREE, AUTOMATIC SOLID ' � STATE CHARGER, TEST SWI7CH AND 2-25W SEALED BEAM P� . LAMPS - LIGHTALARMS CAT�/ 2P02/L25 OR EOUAL. C `� LL � �_� � '� UNIT SHALL 8E WIREO TO 11N5WITCHED HOT lEG OF Q� � ' � �_� � LIGHTWG CIRCUIT. y? � � ; P1-68 �� / �c �� 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR � �,�-,� 0 � CONSTRUCTINC THE ENiIRE SHELTER AND WILL SUPPL7 �� RRQ£ U � ALL ITEMS, INClU01NG LOWERS, WTERIOR CABLE TRAY, =p �R°w` 11 ' � SMOKE, HEAT h HYDROGEN OEfECTORS. $'� N � �� ' � GROUNDING NOTES �� PROPoSED 4'x8'e3/4' � ' � � 1. ALL GROUND WIRE SHALL BE H4RE COPPER //2 AWC � - FRT CDX PLY BACNBOPRD � UNLE55 OTHERWISE NOTED. (PNMm BIACK) u � P�-57 ' � � } �, 2. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT, a , � ��_� �� . DOWNWARD PATH TO GROUND WITH GRADUAL BENDS � ; � P1-7� fS REQl11RE0. GROUND WIRES SHALL NOT BE LOOPED P�'3 i OR SHARPLY BENT. L � � � � � � � i i Y � � � 3. ELECTRICAL CONTRACTOR SHALL COORDINATE ' x i � � � i � � i i { � � � � . ,, � AHU-7 � � P�_3 O CONOUIT. INSTALLATION OF GROUND RODS AND GROUND RIN d + WITH FOUNOATION AND UNDERGROUND �� 300 Iba) Pt_y '""'"'"""' " """ i �� 1� � _._ 4 ONN;CTED�TN�THE MI/STER�SOLATON GROUND BAR Q � � : '.� _��_��_.__�_._��_i---- " �"%"�'"�-�,.-, '��_�� , � MIGB WITH 2 AWG INSULATED STRANDED COPPER d � p�_3 �� _ _ - - - WIRE. EOUIPMENT CABINETS SHALL EACH HAVE (2) �. � � � �LL��-c.. �'� CONNECTIONS. _ � 5. PROVIDE OEOICATED �J1 AWG COPPER GROUND WIRE p �S �' � i�� FROM EACH ANTENNA MOUMINC PIPE TO ASSOCIATED = � � � � I CIGBE (TYPICAL FOR FOUR MOUNTING PIPES PER SECTOR). � s q / 6. ANTENNA GROUND KITS SHALL BE FURNISHED Q 3 AND INSTALLED BY ELECTRICAL CONTRACTOR. C7 � � � � � � � 7. COORDINATE NEW UCENSEE GROUND SYSTEM WITH E%ISTING °a ff & m � E PROPOSED 12' CABIE tADOER MOUNfED TO CEILING SITE GROUND SYSTEM. > /��J'��/�I B. EACH SECTION OF CABIE TRAY, ICE BRIDGE AND ICE SHIELD J Q e B � � � � GROUND TO IXISTINCJ �' `� SHALL BE CONNECTED IN A FASXION TO PROVIDE A � � � CONTINUOUS GROUND. m n n n m WAIER MAIN IN 84SQAINf 9. AT ALL TERM�NATIONS AT EOUIPMENT ENCLOSURES, PANELS � r��q e g Y . AND FRAMES OF EOUIPMENT, AND WHERE El(POSED FOR 3 ��i�� GROUNDING. CONDUCTOR TERMINATION SHALL BE PERFORMED $ g o _ o UTLIZING TWO HOLE BOLTED TONCUE COMPRESSION ttPE WITH STAWLESS STEEL SELF-TAPPING SCREWS. 10. ALL CLAMPS AND SUPPORTS USED TO SUPPORT THE t -� � a ' N n p�_0�� Pi-10/12 GROUNDING SYSTEM CONDUCTORS AND PVC CONDUITS 5 4q>, >q(, � BE PVC TYPE (NON CONDUCTIVE). DO NOT USE MEf ��'� `/y ' CU-2 BRACKEfS OR SUPPORTS WHICM WOULD FORM A COM EfE C F i�11=L P. lf� CU-1 1 RING AROUND ANY CROUNDING CONDUCTOR. � �� i�r� �� 11. ALL GROUN�ING CONNECTIONS SHALL BE CO W A: � - COPPER SHIELD ANTI-CORROSNE AGENT SU �"I� ' KOPR SXIELD. VERIFV PRODUCT WITH LICE R T �� q`�7�r� i MANACER. � i 12. ALL BOLTS, WASHERS, AND NUTS USED ON CROUNDINC\�U ' ,;(�;C��FG .�� CONNECTIONS SHALL BE STAINLESS STEEL. �i p�+ AEci'� Ecn � 13. INSTALL GROUND BUSHINGS ON ALL METALLIC CONDUITS �"� � �- i AND BOND TO THE EOUIPMENT GROUND BUS IN THE ALEM S MA � PANELBOARD. 217 ESSE% STREEf i � 14. GROUND ANTENNA BASES, FRAMES. CABLE RACKS AND SALEM, MA 01970 LEGEND CONDU TORS AND CONNECTTTO�NSU�LATED SURFACE � MOUNTED GROUND BARS. CONNECTION DEfAILS SHALL ■ EXOTHERMIC NPE CONNECTION FOLLOW MANUFACTURER'S SPECIFICATIONS FOR GROUNDING. UTILITYAND • COMPRESSION NPE CONNECTION �5. CROUND COA%IAL SHIELD AT BOTH ENOS USINC GRAPHIC SCnLE MANUFACTURER'S CUIDELINES. GROUNDWG PLAN � a e' i'-�' s'-e� ✓-o' ___ yy SOLID TINNED COPPER WIRE � SCALE', J 4 =1 -0 g_p C1NLE55 OTHERWISE NOTED 18. REINFORCEMENT IN EOUIPMENT SLAB t0 BE WEL�ED AND REINFORCEMENT TO BE BONDED TO GROUNOING RING. � 125 VOLT, 2 POLE, 3 WIRE, 20 AMP., OUPLEX ��, �pNCRETE-ENCASED ELEC7RODE5 GREATER THAN 20 S.F. OF RECEPTACLE EOUIPPED WITH INTEGRAL GROUND SURFACE AREA & 1/2' OR GREATER REINFORGNG STEEL FAULT INTERRUPTER. MUST BE BONDED TO THE GROUNDING RING PER NEC 250.50. Z O F U � � _ FROM ANTENNA � � O � RX u' N TX/RX O •� 6 AWG FROM ANTENNA CABLE JUMPER REOUIRED ONLY �MGE UNNERSAL ��--(((5�� 3�4^ U � . RWND KIT WEATHERPROOFING � WHEN i-1/4'0 pN D 4 � � 2 � st � LARGER (TYPICAL) � �KIT (TYPICAL) �. GROUND BAR r � � STANDARD CABLEWARE � ��16^ O � �� ON WALL OR � i C�ROUND KIT QYP.) p^ o a LL s`�3 pN ANhNryq� r � � (SEE NOTE 1) � o 0 0 �� S (SEE NOTE �/2) i i � 0 �a o o ° 0 5� ANTENNA CABLE 3o--� �° m; ` . TO CABLE TRAY (TYP.) ° � O O O O O O O O QO O 0000 0000 O �O �• � O Q� �� . CABLE GROl1ND KIT �GEND FROM ANTENNA CICBE GROUND BAR NEIYfON 1— GALNNIZED STEEL GROUND BAR, t/4'X 4'X 20', �� PP FRAME SUPPORT (OR EOUAL), SI�ILAR TO OR OTHER LENGTH AS REOUIRED, HOLE CENTERS wLL MOUNTED jJEAR BELOy' � TO MATCH NEMA DOUBLE LUG CONFlGURATION C v ANTENNA (SEE OTE q2 g ' 2— INSULATORS, NEWfON INSTRUMENT Q� R TWO HOLE LyG TO BE �2 AWG BCW k2 AWG BCW. BONDED CAT. N0. 3061-4 OR EOUAL N� _ USED WITH yy d/0 OR p2 AWG BCW 70 GROUND WIRE ALONG 3— 5/e" LOCKWASHERS OR EOUAL �c W=� TO BLDG OR CROUND R�ING CABLE TRAY TO CIGBE/MIGB q_ yy,q�L MOUNTING BRACKEf, NEWrON INSTRUAIEPfr C0. �W '"�F NOTES: AS SHOWN. jqQjE$ CAT NO. A-8056 OR EQUAL =8 �Rwg 1. CONTRACTOR TO UTILRE KOPR—SHIELD 1. 00 NOT INSTALL CA9LE GROUND KIT AT A 9EN0 5— 5/8-11 X 1' H.H.C.S.BOLTS o�p (TMOMAS & BEffS) ON ALL LUG CONNECTIONS. �+ND ALWAYS DIRECT GROUND WIRE OOWN TO CIGBE. �=i 2. ALL GROUND BARS SHALL BE GALVANIZED WRN 2. ALL GROUND BARS SHALI BE GALVANIZED WRH �S' � ANTI—THEFT HARDWARE. ANTI—TMEFf XARDWARE. � 1. ALL BOLTS, NUiS, WASHERS AND LOCK WASHERS � SHALL BE 18-8 STAINLE55 STEEL � GROUNDING - STANDARD GROUNDING - STANDARD �. r�� Ro�No BARS SHALL BE GALVANIZED WITH a DETAIL INSTALLATION OF DETAILCONNECTION OF NJTI-THEFT HAROWARE. GROUNDWIRE TO GROUND WIRES TO GROUNDING - STANDARD g � � $ � g g GROUND BAR �1 GROUNDING BAR (CIGBE) �� DETAIL GROUND BAR �1 � ' ' ' ' ' ' SCALE' N]'.5. E-3 SCALE: N.T.S. E-3 SCALB N.TS. E-3 � � � � � � '^ J � � � � ¢ � � o � � � � � � p8 INSUTATED CREEN p � � � � §TRANDED CONDUCTOR Z � � � � � c � CONDUIT SIZE AS SHOWN ON DWG O B B B INSULATED GROUNDING BUSHING C7 � � � � � � � REMOVE N.L PNM AND ' 0-Z GEDNEY TYPE HBLG SIZE TO SUR APPLY AND MlII-OXIDANT ' m � �6 AwG SOLID BCw OR � ^�m o�: _ STRANOED S a�e�„�e 4-2 HOLE COMPRESSION � LUGS N4/0 AWG GREEN INSULATED , a4/0 AWG GREEN ' - � ' � , � � INSIILATED TWO HOLE STRAIGHT TONGUE, �t � � � � � T & B CROUND LUG SIZE TO SUR �z' ' J"�(� i ' o� ii�Ji�L P. lr I/ iAP1 - GROUND BAR �I'v'�._ �~� DOOR � i < .�J7�G 6�-0" HEAW DUTV WATER PIPE GROUND �'P�;; ;;/�7�� M� CLAAIP BURNDY ttPE NSNT/NHM ' Ff� • �a pm� �+ PAIDm ROPE LAY OR GAR-TC SIZE TO SUIT '� "' ' �� LEM 5 MA WATER MAIN GROUNDING / a � 217 ESSIX S7REE7 SALEM, MA 01970 GROUNDING - DOOR a scn�e: N.r.s. e-a SCALE: I"=t'-0" E-J � . � E-3 Z O U � � GC O N �' N 0 'i�6 INSUUIED U � cRara srwwoeu CABLE TRAY PARTS — BOM 2 HOLE CONDUCTOR � y� 2 HOLE CpMPR6510N (MAINTNN B' COMPR6SION wcs BEND RADIUS) DESCRIPTION � � � �� wcs GREQIUSTRANDm CEMRAL STEEL 100122Y 12' WIDE CABLE RACK LL � �� CONDUCTOR /8 INSULATED GREQd O BB INSUTATED CEMRAL STEEL 10018ZY iB' WIDE CABLE RACK �i � SfRANDm CONDUCLOR GREEN SIRANDm CENfRAL STEEL HB12 WWGING BRACKEf HALO GROUND 5/8' SPRING NUT �I 5'N 8' BEND CENiFtA1 SfER SC-12 SfRAIGHf ClAA1P �� CENiRP1 SIEEL CC12 CORNER CLAAIP � ��^, COMPRESSION CENfFtAL 5fEEL HN148 5/8-11 HIX NUT C-CRIMP �� CENTRAL S7EEL LW158 Sb' SPRING LOCKWASHER y CENTRAL 5fEEL FW188 �' FlAT WASHER Q? � 2 HOLE � CEMR/d SiEEL HN748 �'-11 XD( NUf y� � �ENTRPL STEd COMPRESSION ��- 12'/18' wIDE LUCS CENTRAL S1EEL LW158 �' SPRING LOCNWASHER �g „o� CPBLE PACK . . CEMRPL STEEL TR51 12' THREAOED R00 =c �R� . � PSNSS �' SPRING NUf, 5/8-11 ° '� �� CABLE RACK GROUNDING - CABLE RACK GROUNDING - CABLE RACK GROUNDING - ceNrnn� s�a �r>>z 12' WIDE END TUBE � SPLICE � CORNER �z� END �31 usriz-ou-n uNisrrsur w SCALE: N.T.S. E-4 SCAIE: N.TS. E-4 SCALE: N.T.S. E-4 $ a ` n . • $� S � � S � � E � N � � 23124 u�i Q W - CENfRAL SIEEL CENfRAL SfEEL CEMRPL SfEEL � � � - CC12 CORNER CB171 CONNECTOR CC12 CORNEFt at1 °5 IXPAIP . BOLT ClAA1P � (9 G G � 9 /s.i i/a• cuv. scrtEw a g� = g � � USf12-OU-ZY � (4 MIN.) INfO CEILJNG JOIST - p UNISfRUT LOCATONS 018' O.C. a n � � � � � N � � � CEMRAL 5fEEL � {) � {: Y '¢ � °� � � � �, O LW158 SPRING r e BB LOCKWASHER ¢ � � � � � � � CEMRAL 5fEEL � 12'/18' WIDE CABIE RACK . . O — . = OJO k' n � o``: �O O CENIFtAL SfEEL _ _ V S $$ �i'o G$C - LW158 SPRING ENTRAL STEEL - C� �� LOCKWASNER — — 12' 18' WIDE Ef112 12' WIDE - . — END NBE — � �K - ' - CENTRAL 57EEL — — t �' " '� HN148 HIX NU� _ _ ,�F,P" "�C� C b tJI�L F. �� _ — j J CEMIRAL SfEEL . CENfRAL SiEEL � �� hAP1 �+ HN748 HIX NUf 7R51 12' _ — �� !�i`v�� l 7HREADED R00 — — ��-- CENiRAL STEEL �� < .4J7'�� TE O . MB12 HANGING — � P�, !e,,.r��Q Q� BRACKEf �O lo r�. ' �c .'---AEs E9� Em — _ 1� CENTRAL STEEL LEM 5 MA LW138 SPRING 217 ESSEx STREEf iOCKWASXER $ALEM. MA 01970 . CENTRAL SIEEL . HN14B NIX NUf CABLE RACK DETAIL - END � CABLE RACK DETAIL - CORNER �s1 CABLE RACK DETAIL - HANGER �1 E.� SCALE: N.1.5. E-4 ' SCALE: N.1'.5. E-4 SCALc: N:LS. 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U fi 8 8 LL � � � � � � � OG 1900CDMA Txwwo �ppGamma O O � Orange+Grean Ea,ue �� OOG 1900CDMA Tx�� A&Etoestimate ��--�-- � � � pp 70p Txardo cable lengths based nwSGamma �� c��.��,. �O g ��$� OOP 7Q0 Tzim.t ondrewings.CM's � � � ffi � ' ` ` Orenge�Rirple PCSGamma Gyen OlO � o � n n . OOOP 7pp Txzrta2 to use as reference OOOOP 700 Tx��3 only.CMmust ...._.___._.___.--. . O O OBr qyyg Txaa.o Gamma �erifYandprovide aso�amma erewn � OOBr qyys Tx1Rbt1 theirrevised �� T I �'� Oranye+Brown SO�ro Y�Ibw OOOBr qyys Txz�z 280� numbersto I � � � OOOOBr qW5 Tx9fd3 Operationsfor 5p��° y,��'�e ♦ 7 .♦ � OGG 1900UE Tx�'o materialoMering . ♦/ V �� 1��TE Tx�� qECI51EflED ENGNEEA 4M'te•Green OOOGG 1900LTE T*zrt�2 � 00006G 1900LTE �x�/w3 SALEM S MA HYBRID CABLE z,� ESSEX STREEf SALEM, MA 01970 LINE COLOR CODE �� COLOR CODE �� 5CALE: N,T.S RF-1 � SCALE: N.T.S RF-1 RF-1 � � � � ; � i , t� �°."zjz�si R�eeem� .agzz t� �_ ==;3gs5 %js=n�."' ae.� t�sae_= °sSS= };` .meg�Y&d 5 �a n�3�o9 -3Bm �3S5o 'U 5 �SR ��3 g :B � �.}YS"� � g �_�F"9� " 'C F 3'�_ ' e` £ m_ (] �_� e � - G1 � � °E�. �ni. � �?_^ D . � a_ 3.: v.� -� g e4�R � :f% °: '7' � J Q Vi f �� y Mf �� CJ f �� o f ��2 $ W . ) p $g 5g gs � fr Sfi �� - � �&� ��i 'a N £p S @ S A A �°� � O £ � s `� Q) : a '�o v �-., y . 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Verizon previously obtained a building permit, number B-14-1387, on August 26, 2014 for this same project (a photo of which is attached hereto); however, construction of the matters covered by that permit never commenced at the site. Since then, the project specifics have been altered slightly to reflect input from the Salem Historical Commission, the Redevelopment Authority, and the Design Review Board. Now that the project has been approved by all authoriries with jurisdiction over it, we are submitting this new building permit application. Please note that the revised commercial building permit application submitted herewith(plans dated October 24, 2016) supersedes that which Verizon submitted on January 14, 2016 (plans dated December 9, 2015), and that the January 14, 2016 application should be considered withdrawn. The revisions set forth on the amended application included herewith aze entirely internal, and relate to the space leased to host the facility's equipment room. Rather than house the equipment in the basement, the fifth floor directly below the proposed antennae will be utilized. The sole modification on the rooftop is the relocation of the two (2) condenser mounted on proposed sleepers to the northerly side of the roof for ease of access to the newly proposed equipment room. McLane Middleton,Professional Association � Manchester,Concord,Portsmouth,NH � Wobum,Boston,MA Mcl,ane.com I'� f City of Salem December 9, 2016 Page 2 In support of this application, please find the following materials and documents for your review and consideration: 1. Check in the amount of$2,200.00 payable to the City of Salem; 2. Completed Application for Permit to Build (w/copy of 2014 permit); 3. Workers' Compensation Insurance Affidavit and Certificate of Liability Insurance; ' 4. Copy of Construction Supervisor License; 5. Salem Redevelopment Authority Decision(Dec. 9, 2015); 6. Letter of Authorization; 7. Revised Structural Analysis dated November 17, 2016 to accommodate the relocation of the proposed equipment room; and 8. 11"x 17"plans. Please do not hesitate to contact me if you should require any additional information. Thank you for your assistance with this matter. Sincerely, Tyler P. Haynes Enclosures ec: C. Webberly, SCG (w/o encl.) D. Vivian, SCG(w/o encl.) 96219\1156582I �sPf��Fc�tv�-a � The Commonwealth of�assachuse s ��ES �� Department of Pub i �-2� q � � Massachsssetts State Building Code(780 C )� ? ' Building Permit Applicafion for any Building other than a One-or Two-F 3 ily Dwelling � ('Chis Secrion For Official Use Only) � Building Permit Number: Date Applied: Building Officiah SECTION 1:LOCATION(Please indicate Block#and Lot#for locaHons for which a street address is not available) Q�� 217 Essex Street Salem 01970 �-'" No.and Street City/Town Zip Code Name of Building(if applicable) ' SECTION 2:PROPOSED WORK � EdiHon of MA State Code used_ If New Construcrion check here 0 or check all that apply in the two rows below ExisHng Building❑ Repair❑ Alteration ❑ Addition❑ Demolifion ❑ (Please fill out and sabmit Appendix 1) Change of Use ❑ Change of Occupancy ❑ Other �9 Specify: Rookop wireless telecommunications installation Are building plans and/or construcrion documents being supplied as part of this permit applicafion? Yes �( No ❑ Is an Independent Structural Engineering Peer Review required? Yes ❑ No � Brief Desaiption of Proposed Work: - � � � Verizon proposes to install wireless telecommunication equipment on the rooftop at 217 Essex Street,as further detailed on the attached Plans.Antennas and supporting equipment will be housed within a fiberglass chimney structu2. SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CEiANGE IN USE OR OCCUPANCY NOT APPLICABLE Check here if an EzisHng Building InveaHgation and EvaluaHon is enclosed(See 780 CMR 34) ❑ Existing Use Grossp(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Exisring Proposed No.of Floors/Stories(inclssde basement levels)6c Area Per Floor(sq.ft.) NO CHAN E TO HE HT/AR Total Area(sq.h.)and Total Height(ft.) SECTION 5:USE GROiJP(Check as applicable) A: Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A�❑ A-5❑ B: Buainese ❑ E: Educational ❑ F: Facto F-1 ❑ F2❑ H: Hi Hazard H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: InsHtuHonal Fl❑ I-2❑ I-3❑ I-4❑ M: MercanHle❑ R: Residential R-1❑ R-2❑ R-3❑ R11❑ S: Storage Sl ❑ S2❑ U: Utility❑ Special Use�and please describe below: Special Use: Wireless telecommunications equipment SECTION 6:CONSTRUCTION T'YPE(Check as applicable) '� IAO IBD IIAO IIBO IIIA � IIIB ❑ IV ❑ VA ❑ VB ❑ � SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) �1/A !�/A ' �d�A '��ch Permit: Debris AemovaL• I. ater Supply: Flood one InformaHon: ewage Disposal: A trench will not be Licensed Disposal Site❑ ��. Public❑ Check if outside Flood Zone❑ Indicate municipal❑ Iequired O or trench or specify: N�A ' Private❑ or indentify Zone: or on site system❑ permit is enclosed❑ I Railroad right-of-way: Hazazds to Ai[NavigaHon: MA Histotic Coma�ission Review Process: Not Applicable C� Is Structure within airport approach azea? Is their review completed? or Consent to Build enclosed❑ Yes� or No� Yes L� No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Grossp(s): Type of ConstrucHon: Occupant Load per Floor: Does the building contain an Sprinkler System?: Special Stipulations: N�'4 (1(�,L�l L`—{] �`Z� "(L'� S�r2U e�fu� CAN'�i . SECTION 9: PROPERTY OWNER AUTI-IORIZATION Name and Address of Property Owner � See attached letter of authorization Name(Print) No.and Street .City/Town Zip Property Owner Contact Information: Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the properiy owner hereby authorizes Name Street Address City/Town State Zip . to act on the ro er ownei's behalf,in all maHen relative to work authorized b this buildin ermit a licarion. SECI'ION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) If buildin is less than 35,000 cu.ft.of endosed s ace and or not under ConstntcHon Control then check here 0 and ski Secrion 101 10.1 Re 'stered Professional Res onsible for ConstrucHon Control � � Daniel P. Hamm 978 557 5553 40720 Name(2egistrant) Telephone No. e-mail address Reg.istration Number 1600 Osgood St North Andover MA 01845 Civil Street Address City/Town State Zip Discipline Expiration Date �10.2 General Contractor � � � � Strudure Consulting Group Company Name Charles F.Webberly CS-078543 lVame of Person Responsible for Construction License No. and Type if Applicable 49 Brattle Street Arlington MA 02474 Street Address City/Town State Zip 781 791 7724 cwebbedy@strudureconsulting.net . Tele hone No. usiness Tele hone No. cell e-mail address � SECTION 11:WORKERS'CONII'ENSATION INSURANCE AFFIDAVIT M.G.L.c.152. 25C 6 A Workers Compensation Insurance Affidavit from the MA Depaztment of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in tkte denial of the issuance of the building permit. Is a si ed Affidavit submitted with this a lication? Yes L.f No O SECTION 12:CONSTRUCTION COSTS AND PERMTT FEE � Estimated Costs:(Labor Item and Materials) Total Construc6on Cost(from Item 6)_$55,000 1.Building $50,000 Building Peratit Fee=Total Construction Cost x $�� (Insert here 2.Electrical $5,000 appropriate municipal factor)_$ �� 3.Plssmbing $ 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contad municipality) 5.Mechanical Other $ Enclose check payable to City of Salem, $605 6.Total Cost $55,000 (contact municipality)and write check number here SECTION 13:SIGNANRE OF BUILDING PERMTT APPLICANT By entering my name below,I hereby attest under the pains and penalHes of perjury that all of the information contained in this � application is true and accurate to the best of my knowledge and understanding. , . Br' n J. She q., McLane Middleton, P.A. Attorney for Venzon Wireless �� 603 628 1473 1/14/16 eas ' d sign name Title Telephone No. Date 900 Elm Street Manchester NH 03101 Street Address City/Town State Zip Municipal Inspector to fill out thia section sspon applicaHon approval: ` �C Name Date BRIAN J.SHEA Direct Diah 603.628.1473 C LANE Erttail:brian shea@mclane.com Admitted in MA&NH 900 Elm Stree[,P.O.Box 326 M I DDLETON Manches[er,NH 03105-0326 T 603.625.6464 F 603.625.5650 January 14, 2016 VIA UPS DELIVERY Mr. Thomas St. Pierre Inspectional Services Director City of Salem Inspectional Services 120 Washington Street, 3rd Floor Salem, MA 01970 Re: Commercial Building Permit Application for Collocation of Rooftop Wireless Service Facility Applicant: Bell Atlantic Mobile of Massachusetts Corporation, Ltd. d/b/a Verizon Wireless "Verizon" � ) Location: 217 Essex Street Deaz Mr. St. Pierre: The purpose of this correspondence is to deliver to you Verizon's application and supporting materials for a commercial building permit for the collocation of wireless telecommunications equipment at 217 Essex Street. We previously obtained building permit number B-14-1387 in August 2014 for this same project (a photo of which is attached hereto); however, construction never commenced at the site. Since then, the project specifics have been altered slightly to reflect input from the Salem Historical Commission, the Redevelopment Authority, and the Design Review Board. Now that the project has been approved by all authorities with jurisdiction over it, we are submitting this building permit application anew. In support of this application, enclosed please find: • Completed Application for Permit to Build (w/copy of 2014 permit); • Check in the amount of$605 payable to the City of Salem; • Plans, • SRA Decision (Dec. 2015); • Letter of Authorization; • Structural Analysis; • Workers' Compensation Insurance Affidavit and Certificate of Liability Insurance; and • Construction Control Affidavit Please do not hesitate to contact me if you should require any additional information. McLane Middleton,Professional Association Manchester,Concord,Por[smouth,NH � Woburn,MA - McLane.com City of Salem January 14, 2016 Page 2 Thank you for your assistance with this matter. Sincerely, ' — __._.___._....��,,,, Brian J. ea Enclosures ec: B. Gill, SCG (w/o encl.) 96219\10104222 , _. � Salem Redevelopment Authority Salem Redevelopment Authority Decision December 9, 2015 217 Essex Street: Discussion and vote on proposed revisions to Verizon rooftop wireless antennae installation SRA Decision • At its meeting on December 9, 2015, the SRA voted unanimously (3-0) to approve the proposed the installation of wireless antennas on the roof of 217 Essex Street, as recommended by the Design Review Board, and as shown in photo simulations and plans submitted to the SRA dated November 10, 2015. Approval is conditional upon the following: . The faux chimney shall be set back 4 inches from the parapet; • the balustrade shall be designed and constructed in such a way as to match the existing balustrade on the back of the building; and • that the language in the SRA decision from July 9, 2014 regarding installation of gas run-ups shall remain in force: • "...the proposed vertical gas run-up to be installed on the wall of the south facing elevation shall be painted to resemble the building's shade, and will be installed at or as close to the seam of the two buildings as possible." Recommendation At its meeting on November 17, 2015 the DRB unanimously voted to recommend approval of the proposed rooftop wireless antennae installation subject to the following: . The faux chimney shall be set back 4-6 inches from the parapet, • the balustrade shall be designed and constructed in such a way as to match the existing balustrade on the back of the building, and • that the language in the decision from July 9, 2014 regarding installation of gas run-ups shall remain in force: • "...the proposed vertical gas run-up to be installed on the wall of the south facing elevation shall be painted to resemble the building's shade, and will be installed at or as close to the seam of the two buildings as possible." Proposal Last year, the DRB recommended approval of a wireless antenna installation atop the roof at 217 Essex Street. The installation would expose three to four antennas j, � � Salem Redevelopment Authority and they would be supported by steel braces, conditional upon the antennas being painted warm grey to match the steel braces, and that the braces were lowered as much as possible so as to be as inconspicuous as possible. The recommendation was subsequently approved by the SRA. The applicant is returning to the boards to revise its proposal. The applicant seeks to shelter the antennas in a 12 ft. high faux fiberglass chimney made to look like the same brick used on the building, to be installed at the southwest corner of the roof. Each side would be 5'10" in width. A white balustrade would be constructed at the roofline to screen mechanicals and other roof elements. It would meet the chimney's edge. Enclosed is a cover letter, plans, and photo simulations of the proposed project. Staff Comments The applicant was compelled to revise its project because the City's Historical Commission recommended the use of a faux chimney when this project was originally proposed. The DRB rejected the faux chimney that was proposed for the original project. The Massachusetts Historical Commission (MHC) is compelling the applicant to have a project that is approved by all local Boards. The project that is before you now is a result of conversations between a select group of DRB and Historical Commission members who agreed that the use of an appropriately sited and constructed faux chimney, with a balustrade, could be acceptable. The Historical Commission on Wednesday, November 4�h approved of the project as it is now being presented to the SRA. Park Towers IV, LLC c/o Old Boston Properties 100 Washington Street, Office#1 Salem,MA 01970 January�, 2014 � Planning Board Zoning Boazd Code Enforcement Officer City of Salem City Hall 93 Washington Street Salem, Massachusetts 01970 Re: Authorization of Bell Atlantic Mobile of Massachusetts Corooration LTD d/b/a Verizon Wireless Ladies and Gentlemen: The undersigned, as lessor of premises in the City of Salem, described as 217 Essex Street, hereby authorizes Bell Atlantic Mobile of Massachusetts Corporation LTD d/b/a Verizon Wireless, and its employees, agents, and consultants,to seek approval from the City of Salem (including a building pernut, zoning relief, site plan review, and special permit) in connection with the construction and installation of a wireless telecommunication facility and support structures on the Properly. Very truly yours, PARK�'UWERS tV, I.0 / � ��_ _ ��/ By: N t ;,., �_ Titl : . /Lt�,.,G.o �" 7370710_I.DOC 96219 STRUCTURAL ANALYSIS REPORT ' For SALEM 5 MA 217 Essex Street , Salem, MA 01970 ' Antennas Mounted to Penthouse Fasade and on a New Steel Frame; Equipment Room in Basement � "" �- . � r t� -r ,,, '- � ��. � a. . h�h ... ...,1{ . 4:, I -..� � �� _ I � r''`w.a., �� ,:.,. ,q� � � � IPreoored for: i�'�" - ver��n 400 Friberg Parkway Weslborough, MA01581 �ytNOF� � o`� DANIEL P. � Dated: Auqust 7, 2014 � H�MM CI L � , � 720 , Preoared bv: � S Hudson�� Design Groupuc � O 1600 Osgood Stree}Bldg.20N Suife 3090 Norfh Andover, MA 01845 (P)979.557.5553(F) 978.336.5586 www.hudso n desi a n9rou nllc.com �Hudson � Deslgn Groupuc �� . SCOPE OF WORK: 1 Hudson Design Group LLC (HDG) has been authorized by Verizon to conduct a structural evaluation of the structure supporting the proposed equipment located in the areas � depicted in the latest HDG consiruction drawings. This repori represents this office's findings, conclusions and recommendations pertaining to the support of Verizon's proposed equipment. This office conducted an on-site visual survey of the above areas on December 3, 2013. Attendees included Sergio Anastacio (HDG-Assistant Project Manager�. � � CONCLUSION SUMMARY: i � Buiiding plans were not available and could not be obtained for our use. A limited visual survey of the structure was completed in or near the areas of the proposed work. Based on our evaluation, we have determined ihat the existing structure IS CAPABLE of � supporting The proposed Verizon equipment within or near the proposed locations. APPURTENANCES/EQUIPMENT CONfIGURATION: (6) LNX-6515DS-A1M Antennas(96"x11.9"x7.1" -Wt. 50.3 Ibs. /each)(Two per sector) � (3) ALU 9442 RRHs(20"x17"x10"-Wt. 51 Ibs. /each)(One per sector) � (3) ALU RRH2x40-AWS (24.4"x10.63"x6.7" -Wt. 44 Ibs. /each) (One per secfor) � (3)Small Junction Box(15.95"x10.15"z8.15" -Wt. 12.1 Ibs. /each) � (1) Large Junctfon Box(22.98"x15.73"x10.25" -Wt.26.9 Ibs. /each) I (1) Battery Cabinet(Wt. 3100 Ibs.) (1) Galaxy Power System (Wt. 25081bs.) (4) Mod Cell Cabinets(Wt. 1107 Ibs. /each) (2) Air Handling Units(Wi. 300 Ibs./each) (1) 35KW Natural Gas Generator(W}. 2400 Ibs.) (2) Condenser Units(Wt. = 300 Ibs. / each) 0 Hudson �, Design 6roupuc �� DESIGN CRITERIA: ' 1. Massachusetts State 8uilding code, 8th edition and ASCE 7-05, Minimum Design Loads for Buildings and Other Structures. Wind Analysis: Reference Wind Speed: 1 10 MPH (780 CMR 1604.10) Exposure Category: B (ASCE 7-05 Section 6.5.6.3) Roof: Ground Snow, Pg: 45 psf (7S0 CMR 1604.10) Occupancy Category: II (ASCE 7-OS Table 1-1) Importance Factor (I): 1.0 (ASCE 7-OS Table 7-4) , Exposure Factor (Ce): 1.0 (Partially Exposed, Table 7-2) Thermal Factor (CfJ: 1.0 (ASCE 7-05 Table 7-3) Calculafed FIa1 Roof Snow Load: Pf=0.7'Ce"Ct'I"Pg: 31.5 psf (ASCE 7-05 Equation 7-1) 2. EIA/TIA -222- G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures County: Essex Wind Load: 110 mph Ice Thickness: 1 inch 3. Approximate height above grade to the top of the antennas: 81'-0"+/- �Alpha sector) 83'-6"+/_ (Beta &Gamma sector) Hudson� Design Groupuc � � O EXISTING ROOF CONSTRUCTION: The roof system appears to consist of a roofing membrane over rigid insulation over � wood planks supported by wood joists. The joists are supported by a system of steel beams, steel columns, and masonry bearing walls. � ANTENNA/ RRH SUPPORT RECOMMENDATIONS: ' • The new Alpha sector antennas are proposed to be mounted on �ew pipe masts � secured to ihe penthouse fa�ade with epoxy anchors. The Alpha sector RRH's are proposed to be mounted on new unistrut componenls secured to the � penihouse fa�ade with thru-bolts and backer plates. ' The new Beta and Gamma sector antennas and RRH's are proposed to be • mounted on new pipe mats secured to a new steel frame on the roof. GENERATOR SUPPORT RECOMMENDATIONS: The new generator is proposed to be located on a new steel framed platform with stub ups locate over the building's steel columns and epoxy anchors into the existing penthouse. EQUIPMENT SUPPORT RECOMMENDATIONS: The new equipmenT is proposed to be located in the new Verizon equipment room located in the basement. Limitations and Assumotions: 1. Reference the latest HDG drawings for all equipment locations and details. 2. Mount all equipment per manufacturer's specificaTions. 3. HDG is not responsible for any modifications completed prior to and hereafter which HDG was not directly involved. 4. All structural members and their connections are assumed to be in good condition and are free from defecis with no deterioration to its member capacities. 5. If field conditions differ from what is assumed in this report, then fhe engineer of record is to be notified as soon as possible. Hudson� Design Groupuc � � t � LOCATION OF PROPOSED EQUIPMENT: , � ;. ; ' � �.� �. ._ , � . � {, � ;, �., � if � � i �� ;�'� i � `� Photo 1: Photo illusTrating the location of the proposed Alpha sector antennas. .cS r.� " �ix r : . k "s , +�� *'s ,.� � � � � �. �+ ;, '^ � � �+�1 � ��«`�`-,�� .:;z� �i��- i F. rY4 �5��. }�.n�ik�� x � i+�i��J�N� . +. r y � t !x F� s �� .. ,�t : '�" �r. �.. • .,,j � e� � � r^� � w," ( Y ~ {#�� k � � . f �7.«J;, � tz? "`..��". y��'�': . � I Photo 2: Photo illustrating the location of the proposed Beta 8. Gamma sector antennas. Hudson� � Design Groupuc � i � i i ��,� �6 f �„��,�, � � ? .�a,yrx:' c ,..� _. . .- ., � �� ; � " :�.. � � _ ':...� .� f , ,�. � � � Photo 3: Photo illustraTing the location of ihe proposed generator and condensers. � k r rK9 $ . '� ;. 4. � � .�:. �� ,��.�YJ y�� l.. :', • 4 � �, ,, . -.�' , � �t .,� .,.. , ; " . �. f � �'" �ItK, + �� { Y, � 1� ' .. . 6��'y?� �„d.,��h K �� § ��. � .... - �-�t+ �y,��y , � ��,ktl .. � � ! P .� � � •��.- � � �'�'� �, -t 3, r> S � I 'Y'�+ y �� kA . a.v e u , y 5 � }�* � k �. p rw ,� : � t� ��;� a, L 7 +�sR,. �°,. �t�9 gE " Y ��' �} Photo 4: Photo illustrating the location of the proposed Verizon equipmeni room in the basement. Hudson� Desipn Groupuc � � � 1 � � � � f I � � � Alpha Sector Anlenna Calculations � � I t ! � Daie: 08/07/2014 ProJeci Name:Salem 5 MA Designed By: GH Checked By: MSC H udson , �� : Dosi�n Groupuc � . ALPHA SECTOR 2.6.5.2 Velocitv Pressure Coeff: K� 2.01 (z/ze)z�a r- 81 (ft) zg 1200 (ft) K,= 0.930 a= 7 i Kzmin 5 Kz 5 2.01 Table 2-4 Exposure Zg Q K�m�� Ke B 1200 ft 7 0.70 0.90 C 900 ft 9.5 0.85 1 D 700 ft 11.5 1.03 1.10 2.6.6.4 7opo¢rephic Factor: 7able 2-5 Topo. Category Kt f 2 0.43 1.25 3 0.53 2 4 0.72 1.5 K:t= �1�'�Ke Kt�Kh�2 K _e(f•z/H) ) h Krt= pDiV/01 Kh= #DIV/0! KQ 0 (from Table 2-4) flfCoteaory 1 then K,�=1.0 K,= 0 (from Table 2-5) f= 0 (from Table 2-S) Category= 1 z= 81 H= 0 (Ht. above surrounding terrain) K,t= 1.00 Date: OS/07/2014 ' ProJect Name:Salem 5 MA Deslgned By: �GH Checked By: MSC ��/��0� ..., � . �A Dosipn Groupuc 2.6J Gust Effect Factors 2.6.7.1 SelfSunportinq LatticeStructures Gh = 1.0 Latticed Structures>600 ft Gh=0.85 Latticed Structures 450 k or less Gh=0.85+0.15 [h/150-3.0] h=ht. of structure h= 81 6h= 0.481 2.6.7.2 Guved Masts Gh= 0.85 2.6.7.3 Po%Structures Gh= 1.1 2.6.7.4 Structures Sunoorted on OtherStructures (Cantilivered tubular or laitrced spines,pole,sfructures on buildings(ht. :width ratio>5J Gh= 1.35 Gh= 1.35 Date: OS/07/2014 ProJecf Name:Salem 5 MA Designed By: GH Checked By:MSC ��lO� .. � . �7 Desiyn Groupuc 2.6.8 Desi¢n Ice Thickness: ti�= 2.0"'ti��Kiz#�Kxt�0.35 t_ 1 1= 1 ti,= 2.19 K;, 1.09 K,�= 1 K��- �Z�33�o ia 5 1.4 K�= 1.09 Calculating the weight of ice,the cross-sectional area af ice shall be determined by: A;�=n`ti�`(D�+ti,) Dc= 96.3 (in) Largest Dim of Member A�= 676.96 2.6.9 Desien Wind Load: . F= qz"Gh*(EPA's) q� 0.00256*K�*K,t*Kd*Vma,z K� 0.930 K:�= 1 q� 27.38 Kd= 0.95 umaK ' 110 Table 2-2 Structure Type Wind Direction Probability Fador, Kd Latticed structures with triangular, square or rectangular cross sections 0.85 Tubular pole structures, latticed structures with other cross sections, 0.95 appurtenances. Dafe: OS/07/2014 Project Name:Salem 5 MA Designed By: GH Checked By:MSC H udson .� � . Design GroupacO Determine Cf• If lattice Structure See Manual If Tubular Pole Structure, Use Corrected Value from Table 2.7 Below C Round 18 Sided 16 Sided 12 Sided 8 Sided mph.ft < 32 1.2 1.2 1.2 1.2 1.2 (Subcritical) 32 to 64 38.4/CI o 25.8/Co.ees 12.6/Co.s�e 2.99/Co.z63 1.2 (Transitional) >64 0.6 0.65 0:75 1 1.2 (Supercritical) C=(I"K,�`K,) ' 'V"D � Dp= Outside Diameter or Out to Out: 0.25 feet C= 26.53 Cf= 1.2 Appurtenances Heieht Width Death Flat Area Force Per Appurtenance Item No.l (P}Ant. 96.3 11.9 7.1 7.96 353.0 (Ibs) Item No.2 (P) RRH 20 17 10 2.36 304.7 (Ibs) Item No.3 (P) RRH 24.4 30.63 6.7 1.80 79.9 (Ibs) Item No.4 (P) RRH 15.95 10.15 8.15 1.12 49.9 (Ibs) ICE WEIGH7 CALCULATIONS Project: Salem 5 MA Thickness of ice: 1 in. * Oensity of ice used= 56 PCF Weight of ice based on total radial SF area: (P)Antenna Depth (in): 96.3 height(in): 11.9 Width (in): 7.1 Total weight of ice on object: 80 pounds ice Weight of object: 63 pounds Combined weight of ice and object 143 pounds � Weight of ice hased on total redial SF area: (P) RRH � Depth (in): 10 height(in): 20 Width(in): 17 • Total weight of ice on object: 35 pounds ice Weight of object: 51 pounds Combined weight of ice and object: 86 pounds Weight of ice based on total radial SF area: (P) RRH Depth(in): 6.7 height(in): 24.4 Width (in): 10.63 Total weight of ice on object: 27 pounds ice Weight of object: 44 pounds Combined weight of ice and object: 71 pounds Weight of ice based on total radial SF area: (P)Junction Box Depth (in): 8.15 height(in): � 15.95 Width (in): 10.15 Total weight of ice on object: 19 pounds ice Weight of object: 12.1 pounds Combi�ed weight of ice and object: 31 pounds Per foot weight of ice: (P) Pipe pipe weight per foot: 3.66 pipe length (ft): 8 diameter(in): 2.38 � Per foot weight of ice on object: 3 pounds ice/ft Total weight of ice on object: 23 pounds Tota) weight of pfpe: 29 pounds Combined weight of pipe and ice: 53 pounds Project Salem 5 MA � Gregory Haggstrom, EIT / Location: Proposed Alpha sector pipe mast Hudsan Design Group LLC Multi-Loaded Multi-Span Beam � 1600 Osgood Street, Bldg?AN,Suile 3090 ,� [2009 IMema[ional Building Code(AISC 13th Ed ASDJ] North Andover,MA 01845 Pipe 2 Std. x 8.0 FT(1.5+6+0.5)/ASTM A53-GR.B Section Adequate By:25.6% Controlling Factor: Deflection StmCalc Version BA.113.0 8/7Y2014 3:50:10 PM LOADING DIAGRAM pEFLECTIONS ,Sg$ Center RIoh1 Live Loatl -D.12 IN 2U310 0.15 IN Ll495 -0-03 IN 2L/346 Dead Load 0.00 in 0.00 in 0.00 in � Total Load -0.12 IN 2U302 0.15 IN U479 -0.04 IN 2L1334 Live Load Deflection Criteria: L/240 Total Loetl DeFlection CAteria: Ld40 REACTIONS A 4 Live Load 206 Ib 147 Ib Oeatl Load 17 Ib 12 Ib � Total Load 223 Ib 159 Ib Bearing Lengt� 0.29 in 0.29 in 9EAM DATA �gjj n er Riaht . .. .. - . - . . .� SpanLength LS R 6 ft 0.5 ft ��,sn - - --en — -- -- - ---y .art� Unbreced length-Top D ft 0 ft 0 k �A Unbraced Length-Bottom 1.5 R 6 ft 0.5 fl STEEL PROPERTIES t1NIFORM LOADS e ��Q( gjgpt � Pipe 2 Std. -A53-GR.B Uniform Live Load 0 plf 0 pif 0 plf � Uniform Dead Load 0 plf 0 plf 0 plf Proparties: Beam Self Weight 4 plf 4 plf 4 pif Steel Yield Strength: Fy= 35 ksi Total Uniform Load 4 pl/ 4 plf 4 plf MOCulus of Elasticity: E= 29000 ksi 7ube Steel Section(X Axis): dx= 2.38 In POINT LOA�S-CENTER SPAN Tube Steel Section(Y Auis): dy= 2.38 in Load Number One Tube Steel Wall 7hiUcness: t= 0.143 in Live Load 353 Ib Area: A= 1 in2 Dead Load 0 Ib Moment of Inertia(X/Ucis): , Iz= 0.63 in4 Location 2.5 ft Saction Modulu5(Xilxis): Sx= 0.53 in3 Plastic Section Modulus: Z= 0.71 in3 Deaign Properties per AISC 73th Editton Steel Manual: Flange Buckting Ratio: FBR= 16.61 AllowaDle Flange Buckling Ratio: AFBR= 58 � Allowa6le Flange Buckling Ratio non-compact:AFBR_NC= 256.86 Nominal Flexural Strengt�w/Safety Factor: Mn= 1245 ft-Ib Conirolling Equation: F8-1 Shear Buckling Stress Coefficient Eqn.GB-2a: Fcr= 27 ksl . Nominal Shear 5[rength w/Safety Fador: Vn= 6287 Ib Controlling Moment: 525 R-Ib 2.52 Ft from IeN support of span 2(Center Span) ' Created by combininq all tleatl loads and live loatls an span(s)1,2,3 Controlling Shear: 2181b At left support of span 2(Center Span) Createa Dy combining ail dead loads antl live IoaCs on span(s . Comparisons with required sections: Rea'd Provide Moment of Inertia(deFlection): 0.5 in4 0.63 in4 Moment: 525 ft-Ib 7245 ft-Ib Shear: 218 Ib 628� Ih Stte Name: Salem 5 MA Done by: GH Checked by: MSC Date: 8/7/2014 Hudson .�j� Deai9� GroupucO� CHECK CONNECTION CAPACITY(ALPHA SECTOR) Reference: Hilti HIT-HY 70 Hybrid Adhesive for Masonry Epoxy Type= HIT-HY70 AnchorDiameter= 3/8 in. Embedment Depth= 3-1/2 in. (Min.) (l)!.�dt = Allowable Tensile Load = �j � ____ FTan= 915Ib5. ' „J� � � fCG i� � »�,. Allowable Shear Load= j �—� Fvan= 8701bs. � ( � WIND FORCES �'�f � � + � Reaction F = 206 Ibs. �� ("' ( (Worst Case) +�j1, -�,.� . L�.1=. GRAVITY LOADS Ice and Eauipment 200 Ibs. No.of Supports= 2 No.of Anchors/Supoort= 2 Tension Desi¢n Load/Anchor= ft= 103.00 Ibs. < 915 Ibs. Therefore, OK ! Shear Desl¢n Load/Anchor= f� 50.00 Ibs. < 870 Ibs. Therefore, OK ! CHECK COMBINED TENSION ANO SHEAR ft/FT + f„/F� <_ 1.0 0.113 + 0.057 = 0.170 < 1.0 Therefore, OK ! Hudson� Destgn Groupuc b I � � P i � . Beta & Gamma Sector Antenna Calculations Dafe: 08/07/2014 Q ProJecf Name:Salem 5 MA Desfgned 8y: GH Checked By: MSC H V�SOn Qr, Desifln Groupuc4 BETA&GAMMA SECTOR 2.6.5.2 Velocitv Pressure Coeff: K� 2.01 (z/zg)2/a z= 83.5 (ft) ze 1200 (ft) Ka= 0.939 a= 7 Kzmin 5 Kz 5 2.01 Table 2� Exposure Zg a K:mN Ke B 1200 ft 7 0.70 0.90 C 900 ft 9.5 0.85 1 D 700 ft 11.5 1.03 1.10 2.6.6.4 Toposraohic Factor: Table 2-5 Topo. Category K� f 2 0.43 1.25 3 0.53 2 4 0.72 1.5 Kzt= I1+IKe Kt�Knl�� Kh=e cf•:/w Ktt= 7{DIV/0! Kh= #DIV/0! KQ 0 (from Tabie 2-4) (lfCateaorvl then K,�=1.0 K�= 0 (from Table 2-5) f= 0 (from Table 2-5) Category= 1 z= 83.5 H= 0 (Ht.above surrounding terrein) K��= 1.00 t Daie: 08/07/2014 . Pro ect Name: Salem 5 MA � Detfgned By: GH Checked By:MSC H udson . : � D�slfln GroupuO � 2.6J Gust Effett Factors 2.6.7.1 SelfSupportino Lattice Struc[ures Gh=1.0 Wtticed Structures>600 k Gh=0.85 Latticed Structures 450 ft or less � 6h=0.85+0.15 [h/150-3.0] h=ht.of structure h= 83.5 Gh= 0.4835 � 2.6.7.1 Guved Masts Gh= 0.85 2.6.7.3 Pole Siructures Gh= 1.1 � � 2.6.7.4 Structures Sunported on Other Structu�es (Cantilivered tubulor or lotticed spines, pole,structures on buildings(ht. :width ratio>5) Gh= 1.35 Gh= 135 i I Date: 08/07/2p14 � ProJecf Name:Salem 5 MA - Deslgned By: GH Checked By:MSC H U�SOI7 ... � �� Design Groupuc4 2.6.8 Desien Ice Thickness: t�:=2.0*t"I�'Ki:"iK:e)o.3s ti 1 1= 1 t�= 2.19 K;� 1.10 K:r 1 K�:_ [Z/33]o.io� 1.4 Ki�= 1.30 � Calculating the weight of ice,the cross-sectional area of ice shall be determined by: A;,=n*t;�*(D�+t;�) Dc= 96.3 (in) Largest Dim of Member A�= 679.06 2.6.9 Desien Wind Load: F= qz*Gh'(EPA's) q�= 0.00256�K�*Kit'Kd*VmaxZ K� 0.939 K„ 1 q� 27.62 Ka= 0.95 VmaM 11� Table 2-2 Structure Type Wind Direction Probability Factor, Kd Latticed structures with triangular, square or rectangular cross sections 0.85 Tubular pole structures, latticed struMures with other cross sectians, 0.95 ' appurtenances. Date: OS/07/20I4 Q Pro)ect Name:Salem 5 MA Deslgned 8y: GH Checked By:MSC H udson Deslgn Groupuc � � Determine Cf• If lattice Structure See Manual If Tubular Pole Structure, Use Corrected Value from Table 2.7 Below � C Round 38 Sided 16 Sided 12 Sided 8 Sided mph.ft <32 11 1.2 11 1.2 11 (Subcritical) 32 to 64 38.4/Cl 0 25.8/Co.ass 12.6/Co.b�a 2.99/Co.zsa 1.2 (Transitional) >64 0.6 0.65 0.75 1 1.2 (Supercritical) C=(1*Krt*K�) ' 'V•D Dp= Outside Diameter or Out to Out: 025 feet C= 26.64 Cf= 1.2 Appurtenances Heiaht Width Depth FlatArea ForcePerAopurtenance Item No.i (P)Ant. 96.3 11.9 7.1 7.96 356.1 (Ibs) Item No.2 (P)Ant. 963 7.1 11.9 4.75 212.5 (Ibs) Item No3 (P) RRH 20 17 10 2.36 105.6 (Ibs) Item No.4 (P) RRH 24.4 30.63 6.7 1.80 80.6 (Ibs) Item No.S (P)Junc 15.95 10.15 8.15 1.12 50.3 (Ibs) ICE WEIGNT CALCULATIONS Project: Salem 5 MA Thickness of ice: 1 in. * Density of ice used = S6 PCF Weight of ice based on total redial SF area: (P) Antenna Depth (in): 96.3 height(in): 11.9 Width (in): 7.1 Total weight of ice on object: 80 pounds ice Weight of abject: 63 pounds Combined weight of ice and object: 143 pounds Weight of ice based on total radial SF area: (P) RRH Depth (in): 10 height(in): 20 : Width (in): 17 Total weight of ice on object: 35 pounds ice ; Weight of object: 51 pounds � Combined weight of ice and object: 86 pounds Weight of ice based on total radial SF area: (P) RRH Depth (in): 6.7 height(in): 24.4 Width (in): 10.63 Total weight of ice on object: 27 pounds ice Weight of object: 44 pounds Combined weight of ice and object: 71 pounds Weight of ice based on total radial SF area: (P) Junction Box Depth (in): 8.15 height(in): 15.95 Width (in): 10.15 Total weight of ice on object: 19 pounds ice Weight of object: 12.1 pounds Combined weight of ice and object: 31 pounds Per foot weight of ice: (P) Pipe pipe weight per foot: 5.03 pipe length (ft): 16 diameter(in�: 2.38 Per foot weight of ice on object: 3 pounds ice/ft Total weight of ice on object: 47 pounds Total weight of pipe: 80 pounds Combined weight of pipe and ice: 127 pounds __ J I t1•-2" PARAPET I � �-� . �t( l;t�l, i DL �;`- \ '`' � � L '�' , 1; -j ��. � `o � � I �e, I ^ � x �B• � O �O � � ^ 4x4x5/ifi" DIAGONAL \ Q�O+ �i�' � BRACE (TVP. OF 2) � � _ x �0 � � 2" X-STRONG (2-3/8" J �0+ ��+�� `r' O.D.) (190" LONG) PiPE 1�j, * (TYP. OF 3) . �L �O � 2" X-STRONC (2-3/8" �.�+i ,�0 O % o O.D.) (120" LONC) PIPE � e �0+ e` Q o (TYP. OF 2) I ` L4x4x1/4 � W m 0 3-1/2x3-t/2x3/8" �i J j � HORIZ. BRACE (TYP. � O B * 3 �+ OF 4) � I W8x78 � Q 10x18z7/2" (TYP. OF 2) � PROPOSED 4"x4"x1/4" HSS .� ` 0 t'�J, t2'_�p'• tg'_71^ ,� �L..' ,r.7' _. � V - ; y! , tt2'-9" �.j�_ 7 .,V ,. �Jt_ l I � )' , j� � , . �� ? 1' �r �1 ! l,'��'w_� BETA & GAMMA ANTENNA STRUCTURAL PLAN �� SCALE: N T S. SK-1 Project Salem 5 MA �°a9e Gregory Haggshom,EIT � Location:Beam A Hudson Oesign Group LLC i Mulli-Loaded Multl-Span Beam � 1600 Osgootl Street,Bldg ZON,Suite 3090 Lm [20091ntarnatlonal Building Code(AISC 13th Ed ASD)] North Andover,MA 01845 A992-50 WBx18 x 7.0 FT Section Atlepuate By:2866.5% Controlling Factor:Moment StruCak Veraion 8.0.713.0 BI7/2014 438:58 PM LOADING OIAGRAM DEFLECTIONS Center Live loatl 0.00 IN L/Infnity Dead Load 0.01 in � Total Load 0.07 IN L/MAX Live load Deflection Criteria:L/360 Total Loatl Deflection Criterie:L/240 � REACTIONS @ @ Live Load 0 Ib 0 Ib Oead Load 734 Ib 692 Ih � Total Load 734 Ib 892 Ib , � Bearing Langth 0.63 in 0.63 in 2 BEAM OATA Center .. . - � - - �- - - � -- - Span Length 7 ft - ��._�� Unbracetl Length-Top 0 R � A Unb2cetl Length-Bottom 7 R STEEL PROPERTIES UNIFORM LOADS Center W8x18-A992-50 UniformLiveLaad 0 pif Properties: Uniform Dead Load 0 pif Yieltl Slress: Fy= 50 ksi geam Self Weight 18 pif � Modulus of Elasticity: E= 29000 ksi Total Uniform Load 18 plf Depth: . tl= 8.14 in POINT LOADS-CENTER SPAN Web Thickness: tw= 0.23 in Load Number One Two Three Flange Width: bf= 5.25 in Live Load 0 Ib 0 Ib 0 Ib Flange Thickness: lf= 0.33 In Deatl Load 800 Ib 100 Ib 400 Ib Distance to Web Toe of Fillet: k= 0.63 in Location 2 k 4 R 6 ft Moment of Inertia About X-X Axis: Ix= 61.9 in4 SeMion Motlulus About X-X Azis: Sx= 152 in3 Plastic Section Modulus About X-X Axis: Zx= 17 in3 Dealgn PropeAies per AISC 73th Editlon Stael Manual: Flange Buckling Ratio: FBR= 7.95 . Allowable Flange Buckling Ratio: AFBR= 9.15 Web Buckling Ratio: WBR= 29.91 �. , Allowable Web Budcling Ratio: AWBR= 90.55 Controlling Unbraced Length: Lb= 0 ft Limiting Unb�aceA Length- '. for lateral-torsional buckling; Lp= 4.34 R � Nominal Flexural Strength w/safety factor: Mn= 42475 tt-Ib �� Controlling Equetion: F2-1 Web height to thickness ratio: hltw= 29.91 � Limiting height to lhickness ratio for eqn.G2-2:hlhv-limit= 53.95 Cv Factor. Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 37444 Ib Controlling Moment: 7430 ft-Ib 2.03 Ft from left support of span 2(Center Span) Created by cambining all deaG loads antl live IoeCs on span(s)2 Controlling Shear: 7341D At left suppoR of span 2(Center Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Rea'd ov'de Moment of Inertia(defleGtion): 7.76 in4 81.9 in4 Moment: 1430 ft-Ib 42475 k-Ib Shear: 7341h 374441b Project:Salem 5 MA � �� Gregory Haggstrom,EIT / Location:Beam 8 Hudson Design Group LLC Multi-Loaded Multi-Span Beam � 7600 Osgood Street, Bidg 20N, Suite 3090 m [20091nternationel Building Code(AISC 73th Ed ASD)] Narth Andovar, MA 01845 ' A992-5�WBx18 x 7.0 FT Section Adequate By:5587.2% Conlrollfng Fector. Moment StruCalc Version 8.0.113.0 Bl7/2014 4:39:07 PM l,OADING DIAGRAM pEFLECTIONS Center Live Load 0.00 IN L/Inflnity Dead load 0.00 in Total Load 0.00 IN UMAX Live Load DaFlection Criteria:LI360 7otal Loatl Deflection Criterie: U240 REACTIONS e � Live Load 0 Ib D Ib DeaE Loatl 392 Ib 234 Ib � ( Total Load 392 Ib 23a Ib Bearing Length 0.63 in O.fi3 in = BEAM DATA enter � ��- � - �� --� Spenlength 7 ft �_ __. _ _ . r„ .. �- �_. . Unbraced Length-Top 0 it � Unbraced Length-Bottom 7 ft STEEL PROPERTIES UNIFORM LOADS Canter • W8x16-A992-50 Uniform Live Load 0 plf P�opertles: Uniform Oeatl Load 0 pIP Yield Stress: Fy= 50 ksi Beam Salf Weight 18 plf Modulus of Elesticity: E= 29000 ksi Total Uni(orm Load 18 pif Depth: tl= 8.14 In POINT IOADS•CENTER SPAN Web7hickness: tw= 0.23 in LoadNumber One Two Flange Width: bf= 525 in Live Load 0 Ib 0 Ib FlangeThickness: H= 0.33 in DeadLoad 4001b 1001b Distance to Web Toe of Fillel: k= 0.63 in Location 2 R 4 ft Moment of Inertia About X-X Axis: Ix= 61.9 in4 Sedion Modulus About X-X/Ucis: Sx= 15.2 in3 � PlasticSectionModulusA6outX•XAuis: Zx= 17 in3 Deslgn Properties per AISC 73th Edition Steei Manual: Flange Butkling Ratio: FBR= 7.95 Allowable Flenge Buckling Retio: AFBR= 9.75 Web Buckling Ratio: WBR= 29.91 Allowable Web Buckling Ratio: AWBR= 90.56 Cantrolling Unbreced Length: L6= 0 ft Limlting Unbraced Length- . for lateral-torsional buckling: Lp= 4.34 ft � Nominal Flexural Strength wl safety tactor: Mn= 42475 ft-Ib Controlling Equation: F2•1 Weh height ta thickness retio� h/�w= 29.91 Limiting height to thickness ratla far eqn.G2-2:h/tw-Iimit= 53.95 CvFactor. Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 37444 Ib Controllin8 Moment: 746 ft-I� 2.03 Ft from lek supporl of span 2(Center Span) Created by combining all dead loatls and live IoaCs on span(s)2 Corrtrolling Shear: 3921b At laft support of span 2(Center Span) Created by combining ell dead loads and live loeds on spen{s Comparieoos wilh required seetiona: Reu'd ovfded Moment of Inertia(deilection): � 0.59 in4 61.9 in4 Moment: 746 ft-Ib 42415 ft-Ib Shear: 3921b 374441b Project:Salem 5 MA °�a � Gregory Haggstrom,EIT / Location:Beam C Hudson Design Group LLC MWti-Loaded Multi-Span Beam � 1600 Osgood Street,81dg 20N,Suite 3090 a� [2D09 Inlernational Building Cade(AISC 13[h Ed ASD)] North Andover, MA 01845 A992-50 W8x16 x 12.75 FT - Section Adequate By:3709.8% StruCalc Version 8.0.113.0 8f7/20144:48:a5 PM Controlling Factor:Moment — LOADING DIAGRAM pEFLECTfON$ center Live Load 0.00 IN Ulnfnity Dead Load 0.02 in Total Load 0.02 IN V9437 Live Load Deflection Critena:U360 Total Loatl DeHectfon Cdteria�U240 BEACTIONS A 8 . Live Load 0 Ib 0 Ib DeaC Load 420 Ib 202 Ib � Total Laad 420 Ib 202 Ib Beanng Length 0.63 in 0.83 in BEAM DATA Canter - - .. - . - . _. -. . _ . . . Span Length 1275 R •� 1R.16R Unbraced Length-Top 0 ft A � � Unbraced Leng[h-Bottom 12.75 ft STEEL PROPERTIES 11NIFORM LOAOS Canter WBx18-A992-50 UnffortnLiveLoad 0 plf � Uniform Dead Loed 0 pit Properties: Beam Self Weight 18 plf Vieltl Stress: � Fy= 50 ksi 7otal Uniform Loatl 78 plf Modulus of Elasticity: . E= 29000 ksi Depth: d= 8.14 in POINT LOADS-CENTER SPAN Web Thick�ess: hv= 0.23 ln Load Number One , � Flange Width: bf= 5.25 In Live Load 0 Ib Flange 7hickness: tt= 0.33 In Dead Load 392 Ib Distance to We6 Toe of Fillet: k= 0.63 in Location 2.83 k Moment of Inertia About X-X Axis: Ix= 61.9 in4 Sedion Modulus About X-X Axis: Sx= 152 in3 Plestic Seclion Modulus About X-X Axis: Zx= 17 in3 . Design Properties per AISC 13th Edition Steel Manual: � Flange Buckling Ratio: FBR= 7.95 Allawable Flanqe Buckling Ratio: AFBR= 9.15 Web 6uckling Ratlo: WBR= 29.91 Allowable Web Buckling Ratio: AWBR= 90.55 Controlling Unhraced Length� Lb= 0 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 4.34 ft Nominal Flexural Strength wl safety factoc Mn= 42415 fl-Ib Controlling Equation: F2-1 Web height to thickness ratio: hlhv= 29.91 Limiting height to thickness retio for eqn.G2-2:h/lw-limil= 53.95 Cv Factor. Cv= t Controlling Equatiore G2-2 . Nominal Shear Strength w/safety factoc Vn= 37444 Ib � . Controlling Moment: 1113 ft-Ib 2.93 Ft irom left support of span 2(Center Span) Created by combininq all dead loads and live loads on span(s)2 Controlling Shear: 4201b At left suppoR of span 2(Center Span) Created by combining all tlea0 loatls and live loatls on span(s Comparisons with required aections: flea'd rovided Moment of Inertia(de0ection): 1.57 in4 fi1.9 in4 - Moment: 7113 ft-Ih 42415 ft-Ib Shear: 4201b 374441b Project Salem 5 MA oupe Gregory Haggstrom,EI7 / Location: Beam D Hudson Design GrouO LLC Multi-Loaded Multi-Span Beam ��I�-'� 1800 OsgooC Street,BIOg 20N,Suite 3090 m [20091nternational Building Code(AISC 73th EO ASD)] � �� North Andover,MA 01845 A992•50 WBx18 x 18.0 FT Section Adequate By:239.8 h , StmCalc Version 8.0.113.0 8!7l2014 4:48:59 PM Controlling Factoc Deflection LOAOING DIAGRAM DEFlECT10NS en er Live Load 0.14 IN U1539 Dead Loatl 0.12 in Total Load 0.26 IN U815 Live Laad Deflectian Criteria: LI3fi0 Tatal Load Deflection Crderia:V240 � REACTIONS B @ Liva Load fi00 Ib 600 Ib Dead Loatl 678 Ib 776 Ib Z To[al Load 7276 Ib 7376 Ib + 8eanng Lengih 0.63 in 0.63 in o - a BEAM DATA Center � � �� - � - -�—- Span Length 78 ft A.— --_�-- .. _- —-_- .. - �e R —..�_ �.�.g Unbreced Length-To0 0 ft ' Unbraeatl length-Bottom 18 ft STEEL PROPERTIES �NIFORM LOADS Centet WBxt 9-A992-50 � Unrform Live�Load 0 plf Propertiea: Uniform Dead Load 0 plf , Vield Stress: Fy= 50 ksi Beam Self Weight 18 plf Modulus of Elasticiry: E= 29000 ksi Total Unifortn Load 1B plf Depth: A= 8.14 in POINT LOADS-CENTER SPAN � Web Thickness: tw= 023 in Load Number One Twa Three Four I Flange Width: bf= 5.25 in Live Load O lb 1200 Ib 0 Ib O lb ' Flange Thickness: N= 0.33 in Dead Load 692 Ib 0 Ib 234 Ib 202 Ib �istance to Web Toe of Fillet: k= 0.63 in lowtion 7 ft � 9 k 17 R 18 ft Moment of Inertia About X-X Axis: Ix= 61.9 in4 Section Modulus About X-X Axis: Sx= 152 in3 Plastic Section Motlulua Ahout X-X Axie: Zx= 17 in3 � Deaign Properties per AISC 73th Edition S[eel Manual: Flange Buckling Ratio: FBR= 7.95 Allaweble Flange Buckling RaUo: AFBR= 9-15 Web Buckling Ratio: WBR= 29.91 � Allowable Web Buckling Ratio: AWBR= 90.55 Con[rolling Unbraced Length: Lb= 0 R , � Limiting Unbraced Length- � for laterel-torsional buckling: Lp= 4.34 R Nominal Flexural Strength w/safety factor; Mn= 42415 ft-Ib Controlling Equetlon: F2-7 Web height to thiGkness�atio: h/tw= 29.97 Limiting height to thickness ratio for eqn. G2-2:h/tw-limit= 53.95 Cv Factoc Cv= 7 � Controlling Equalio�: G2-2 Nominal Shear Shength wl satety factor: Vn= 37444 Ib � , Controlling Moment: 9370 ft-Ib ' 9 0 Ft from lefl support of span 2(Center Span) � Created by combining ali deatl loads and live IoaOs on span(s)2 Controlling Shear: -13761b At right support of span 2(Center Span) Created by wmbining all dead loads and live loads on span(s Comparisons with required sections: Rea'd rovided Moment of Inertia(deFlection): 1822 in4 67.9 in4 Moment: 9370 ft•Ib 42415 ft-Ib Shear: -1376 Ib 3744a Ib Co90 Project Salem 5 MA Gregory HaggsUom,EIT / / Location: Beam E Hudson Design Group LLC Mulli-Loatled Multi-Span Beam � 1600 Osgootl Street,BId9 20N,Suite 3090 a� [2009 Infemational Building Code(AISC 131h Ed ASDp North AntlOver,MA 01845 A992-50 C12x20.7 z 1275 FT . Section Atlequate By:326fi.2°/ Controlling Faqor: Moment StruCalc Version 8.0.113.0 8172014 4:52:35 PM IOADING DIAGftAM REFLECTIONS e ter Live Load 0.00 IN Ulnfinity � DeaO Load 0.01 in Total Load 0.01 IN L/MAX Live Load Deflection Criteria: U360 Total Load Deflection Criteria:U240 � REACTIONS B B Live Load 0 Ib 600 Ib Dead Load 1723 Ib 971 Ib � Total Load 1123 Ib 1571 Ib x Beadng Length 1.73 in 1.13 in + � aEAM DATA Center - �� - �� - -- � - SpanLength 1275 Tt � -- - _ . tx76n Unbracetl Length-Top 0 R A � � Unbraced Length•Bottom 12.75 R ' STEEL PROPERTIES � UNIFORM LOADS Center C72x20.7-A992-50 Unfform Live LoaE 0 plf Properttes: Uniform Dead Load 0 plf Beam Self Weight 21 plt • YieW Stress: Fy= 50 ksi Total Unifarm Load 21 pH Modulus of Elasticity: E= 29000 ksi Depth: d= 12 in PQINT LOADS-CENTER SPAN WeE Thickness: tw= 0.28 in LoaA Number One �,wo Three Flange WiOth: bf= 2.94 in Live Load 0 Ib 0 Ib 800 IG Flenge Thickness: H= 0.5 In Dead Loaa 420 Ib 734 Ib 676 Ib Distance to Web Toe af Fillet k= 1.13 in Location 0 R 2.83 ft 12J5 k Moment of Inertia About X-X Axis: Ix= 729 in4 Section Modulus About X-X Axis: Sx= 27.5 in3 Plastic Section Modulus About X-X Azis: Zx= 25.8 in3 Design PropeRies per AISC 17th Edition Steel Manual: Flange Buckling Ratio: FBR= 2.93 Allowabie Flange Buckling Ratio: AFBR= 9.15 Web Buckling Ratio: WBR= 34.54 Allowable Web Buckling Ralio: AWBR= 90-55 Controlling Unbraced Length: Lb= 0 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 2.82 ft Nominal Flexurel Strength w/safety factor: Mn= 63872 k-Ib Controlling Equation: F2-1 Web heighl to thickness retio: hllw= 34.54 Limiting height to thickness ratio for eqn.G2-2:�/tw-limit= 53.95 � Cv Factoc Cv= 1 Contmlling Equation: G2-3 Nominal Shear Strength w/safety factor: Vn= 60790 Ib Controlling Moment: 1897 ft-Ib 2.93 Ft from left support of span 2(Center Span) Createtl by combining all tlead loads and live loads on span(s)2 Controlling Shear: 703 Ib At left suppod of span 2(Center Span) Created by combining all dead loads and live IoeCs on span(s Comparisons with required aectians: $gg� Provitled Moment of Inertia(deFlection): 2.53 in4 129 in4 I Moment: 1897 k-Ib 63872 R-16 Shear: 7031b 607901b Hudson� Design Groupuc � � � I Generator Platform Calculations t 1'-2" MASONRY WALL *L L l 4' �+ ` DL l'�t`�� ' PROPOSED 4"x4"■1/4" HSS ' (TVP. Of 2) � 1- �"�� ' � � `�%+ � i � � ;:�• i � i '%! ��—EXISTING WINDOW OPENING � . � � � ��N•) ' ' __._ _^ _ ' _ _ _ . " ."""" _ "'. ' . pr% .. _ _'_ __ " _ __._ _ _.__ _ " .. i j i ;�, / -PROPOSED 35kW GENERATOR \ � � +a� �. �n i ) a 1 ' � N� W 7 Q%22 '�` `�' � „ + i � .' `" o z O a+°' � r : ,;' v x� � � wtOx22 � * M. - -- '- --- '- -- ' ^ ii� . ' (A 'b �A+ ' �,� �A+ ' �v � � � ../'.� 4 �F �F i r . � �F+�Y �p+A \ F �4 i �bi'b y+i9l i O � e . o� w1ox22 3 '� � . - — ---- -------— i�ll O 4'fA} �j � i � � � �*dy,1�a \ � i1 V O � I ' O * t„•—o" ts•—,o'•• t2'—e„ `.� �l �';� t�s._4., �v.i.F.) i �t�t. . ;?��, ; . ., �l L. "'"< � �� J . GENERATOR STRUCTURAL PLAN � SCALE: N.T 5. SK-1 Date: 0&�7-2014 Project Name: Salem 5 MA Designed ey: GH Checked By:_ S1� Hudson � Generator Frame Desian Calculatfons ��^ Groupuc � Llve Loads: O � Snow load 31.5 psf Dead Loads: (P) Generator 2400 Ibs. I , Load Breakdown • Beom 1 Llve Load -. Snow 31.5 psf x 1.58 ff. (Tributary Widih) = 50 plf pead Load -. Generator 1200 psf / 6.33 ff. (Lengih of Generator) = 190 plf -+ Bracing 4 plf Prqeck Salem 5 MA ae" Gregory Heggstrom, EIT / Location: Beam 1 � Hudaon Desgn Group LLC Multi-Loaded Multi-Span Beam 1600 Osgood Street, 81dg 20N,Suite 3090 a� [20091nternational Building Code(AISC 13th Ed A5�)] North Andover,MA 01845 A992-50 W10x15 z'19.33 FT Section Atlequate By:450.0% StruCalc Vereion 8.0.113.0 BI7f2014 2:47:55 PM Controlling Faetor:Deflection LOADING DIAGRAM pEFLECTIONS en r Live Loed 0.03 IN U7635 Dead Load 0.75 in Total Load 0.18 IN U1322 Live Load Deflection Criteria:U360 Total Loed Deflectfon Criteria: U240 REACTIONS e � Live Load 90 Ib 227 Ib Dead Load 526 Ib 1044 Ib Total LoeQ 676 Ib 7271 Ib Bearfng Lenglh 0.57 in 0.57 in pEAMDpTA Centef �— �� - � - �� -- - - - Span Length 19.33 ft � -A�� _�— _ _ _ , 18.»�� __ _._�:� Unbraced Length-Top 0 ft • Unbraced Length-Bottom 19.33 k . $TEEL PROPERTIES � W10x15-A992-50 11NIFORMLOADS Center • UniPorcn Live Loatl 0 plf ' Unifarm Dead Load 4 plf Properttes: Beam Self Weight 15 pif Yield Stress: Fy= 50 ksi Total Unifortn Load 19 O�f Modulus of Elasticiry: E= 29000 ksi Depth: tl= 10 in SPAPEZOIDAL LOA�S-CENTER SPAN We6 Thickness: hv= 0.23 in Load Numbar One Flange Widlh: bf= 4 in Left Live Load 50 plf Flange Thickness: tt= 027 in Left Dead Load 190 plt . . Distance to Web Toe of Fillet: k= . 0.57 ln Right Live loa0 50 Dlf Moment of Inertia About X-X/�is: Ix= 68.9 in4 Right Dead Load 190 plf Section Modulus About X-X Axis: Sx= 13.8 in3 Load Start 10.67 R � Plastic Section Modulus About X-X Axis: 7ac= 16 in3 Loed End 17 ft � Oesign Propertles per AISC 13th Edition Steel Manual: Load Lengtit 6.33 R � � Flange Buckling Ratio: FBR= 7.4� Allowable Flange Buckling Ratio: AFBR= 9.15 � Web Buckling Ratio: WBR= 38.52 Allowable Web BuCkling Ratio: AWBR= 90.55 Controlling Unbreced Length: Lb= 0 k � limiting LJnbreced Length- � for lateral-torsional buckling: Lp= 2.86 R Nominal Flezural Strength w/safety tactor: Mn= 39920 R-Ib Controlling Equation: F2-1 . Web height to thickness retio: hftw= 38.52 Limiting height to thickness ratio for eqn.G2-2:h/hv-limit= 53.95 Cv Factor. Cv= 1 � Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 46000 Ib Controllinp Momenk 5874 ft-Ib � t2.18 Ft from left support of span 2(Center Span) CreateA by combining all Ceatl loads and live loads on span(s)2 Controlling Shear: -1271 Ib 19.0 Ft from left support of span 2(Center Span) Created by com6ining all dead loads and live loatls on span(s Comparisons with required sections: e 'd Provided Moment of Inertia(defleclion): 12.57 in4 fi8.9 in4 Moment 5814 ft-Ib 39920 ft-Ib � Shear: -1271 Ib 460001b Projecl:Salem 5 MA p9aO � �.• Gregory Hag9strom,EI7 / Location: Beam 2 Nudson Design Group LLC Multi-Loedetl Multi-SDan Beam � 1600 Osgoad Street,Bidg 20N,Suile 3090 ,� �2009 Internetional Building Code(AISC 13th Ed ASD)] NoRh Antlover, MA 01845 A992-50 W10x15 x 13.0 FT Section Adequate By:340.SYo StruCalc Version 8.0.113.0 8!7/2014 2:48:02 PM Cantrolling Factor:Moment LOADING DIAGRAM OEFLECTIONS Center Live Load 0.02 IN L/9473 Dead Loatl 0.08 in Total Load 0.10 IN L/1608 Live Load Deflection Criteria:U360 Totel Load DeFlection Criteria: L/240 REACTIONS A @ Live Load 792 16 262 Ib Dead Load 981 Ib 1302 Ib � _ Total Loed 1173 Ib 1564 Ib Bearin Langth 0.57 in 0.57 in BEAM DATA Ce er - - - - - Span Length 13 ft �� _ Unbraced Length-Top 6,2 R A Fg Unbreced Length-Bottom 13 ft � ' STEEL PROPERTIES W10x15-A992-50 SINIFORMLOAOS center Uniform Live Load 0 pif Properties: Uniform Dead Load 0 pIf Beam Self Weight 15 plf Yield Stress: Fy= 50 ksi Total Uniform Load 15 pM Modulus of Elas[icity: E= 29000 ksi � Depth: d= 10 in POINT LOADS-CENTER SPAN - . Web Thickness: tw= 0.23 in Load Number One Two Flange Width: b(= 4 in Live Load 227 Ib 227 ib Flange Thiekness: tt= 0.27 in Dead Load 1044 ID 7044 16 Distance to Web 7oe of Fillet: k= 0.57 in Location 6.2 ft 8.8 ft Moment of Inertia About X-X Axis: Ix= 68.9 in4 Section Modulus About X-X Axis: Sx= 13.8 in3 Plastic Section Modulus AboutX-X Axis� 7�c= 16 in3 � Deslgn Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 7.41 Atlowable Flange Buckling Ratio: AFBR= 9.15 Web Buckling Ratio: WBR= 38�52 Allowable Web Buckling Ratio: AWBR= 90.55 Controlling Unbracetl Length: Lb= 6.2 ft Limiting Un6raced Length- for lateral-torsional buckling: Lp= 2.86 ft � for Eqn. F2-2: Lr= 8.61 ft Nominal Flexural Strength w!safety factor: Mn= 30731 ft-Ib Controlling Equation: F2-2 � Webheighttothicknessratio: h/tw= 38.52 Limlting height to thickness ratio foi eqn.G2•2:h/hv-limit= 53.95 Cv Factor: Cv= 1 Controlling Equationr G2-2 . Nominal Shear Strength wl setety factor: Vn= 46000 Ib Controlling Moment: 6976 k-Ib 6.24 Ft from left support of span 2(Center SOan) Created by com6ining all Aead loads antl live loads on span(s)2 Controllfng Shear: -15641b � At r(ght support of span 2(Center Span) -Created by combining all dead loads and live loads on span(s - Comparisons with requlred sections: @�,Q',Q Provitle Moment of Inertia(deFlection): f 0.29 in4 68.9 in4 Moment � 6976 fl-Ib 30731 k-16 Shear: -15641b 460001b Project Salem 5 MA � Gregory Haggstrom,EIT / Location: Beam 3 pr - � Hudson Design Group LLC Multi-Loaded Mulli-Span Beam �� f�.• 1600 Osgood Street, 81dg 20N,Suite 3090 � [2009 International Building Code(AISC 131h Etl ASDJ] North Andover,MA 01845 A36 C12x20.7 x 9.0 FT(2+5+2) Section Adequate By:6610.0% Controllinq Factoc Shear StruCalc Version 8.0.113.D B/7/2014 2:4810 PM LOADING OIAGRAM OEFLECTIONS � Center Riaht Live Load 0.00 IN UMAX 0.00 IN VMAX D.00 IN UMAX Dead Load 0.00 in 0.00 in 0.00 in Total Load 0.00 IN UMAX 0.00 IN VMAX 0.00 IN LIMAX Live Load Deflection Crite�ia:U360 Tatel Load Deflection Criteria: U240 REACTIONS g @ C,1 p Live Load 2 ID 52 Ib 749 Ib 25 Ib Dead Load -93 16 365 Ib 967 Ib 5 Ib � � , Total Load -91 Ib 417 Ih 1110 Ib 29 Ib Upltit(7.6F.S) -111 Ib 0 Ib 0 Ib -27 Ib Bearing Length D.00 in 1.13 in 1.13 in 1.13 in , ,_ _ , _ . .. . . . . _ . BEAM�ATA I�f Cen Riaht . 2k .-.. - _... -. -_ sn --___ _. --= ._ ...�k Span Length 2 k 5 ft 2 k A � � Unbreced Length-Top 0 k 0 ft 0 ft Unbraced Len9th-Bottom 2 R 5 ft 2 ft S7EEL PROPERTIES UNIFORM l.OADS Le Cen r $jgry� � C12x20.7-A36 UnitormLiveload 0 plf 0 plf 0 pif � UnHortn�ead Load 0 plf '0 plf 0 pif Propekiea: Beam Self Weight 21 plf 21 plf 21 pif Yield Stress: Fy= 36 ksi Total Uniform Load 21 plf 21 piF 21 plf Modulus of Elasticity: E= 29000 ksi EOINT LOAOS-CENTER SPAN Depth: d= 12 in Load Number One Web Thickness: (w= 028 in Live Load 90 Ib Flange Width: . bf= 2.94 in Dead Load 526 Ib Flange Thickness: H= 0.5 in Location 3 ft Distance to Web Toe of Fillet: k= � 1.13 in RIGHT SPAN Moment of Inertia About X-X Axis: Ix= 729 in4 Laad Number One Sectian Motlulus About X-X Axis: Sx= 21.5 in3 Live Loatl 90 Ib Plastic Section Modulus About X-X Azis: Zx= 25.& in3 DeaC Loatl 526 Ib Deslgn Properties per AISC 13th Etlition Steel Manual: Locetion 0.67 ft Flange Buckling Ratia: FBR= 2.93 Aliowable Flange Buckling Ratia: AFBR= - 1079 � Web Buckling Ratio: WBR= 34.54 Allowable Web Buckling Ratio: AWBR= 106.72 Controlling Unbratetl Length: Lb= 5 k Limiting Unbraced Length- for lateral-torsional buckling: Lp= 3.32 k far Eqn. F2-2: . Lr= 72.13 ft Nominal Flexural Strength w/safety factor: Mn= 42372 ft-Ib Controlling Equation: F2-2 Web height to thiakness ratio: h/tw= 34.54 Limiting height to thicknass ratio for eqn.G2-2:h/hv-limit= 63.58 Cv Factoc Cv= t Controlling Equation: G2-3 Nominel Shear Strength w/safety fac[or Vn= 43769 Ib Controlling Moment: -044 it-Ib Over right support of span 2(Center SpanJ � Created by wmbining all dead loads and live loads on span(s) 1,2,3 � Controlling Shear: 652 Ib . At lett support of span 3(Right Span) � Created by combining all tlead loads anC live loads on span(s Comparisons wlth required sections: Rea tl rovided - Moment of IneRia(Oeflection): 0.74 in4 129 in4 Moment: -044 ft-Ib 42372 ft-Ib Shear: 6521b 437691b - M Ii ,= CITY OF SALE,�i, �L-1SS:1CHi,'SETTS �� BCIID[NG DEP.�R'L�tEDiT • • N• l3O W.\SHL�IGTON STREET, S�D FZ.00R i �� D'� 'I�I.. (978) 745-9595 F.tK(978) 730-9836 , K1��ERLEY DRISCOLL i�L,�YOR '[l�[onus Sr.PcF44F � DiAECTOR OF PI:BLLC PROPERTY/Bl'IIDL\G COlL�lI55i0YEA � � CONSTRUCTION CONTROL DOCU�IENT t Prnject"Cide: salem s mn Date: oe/14/1a PrujeCtLoCatiOn: 217 Essex St, Salem MA, 019�0 Saope oCProjecC verizon Wirelese [elecommunications Fecilicy ina[allation on existing -buil i�ng. lns[all antennae & generatar on roofGop and ine[all associated radio equipment inaide new equipment room viChin building. � '_ "'""_ '_ ��7� �y __ �._ '_ _ I �� [n accordance with SEC1'(ON 64��the6dfediuon oC[he Massachusetts Smte Duilding Cude: , j� Daniel P. Hamm _ . Mass. Rcgis7ation lvumber 40720 � being a rcgiscered professional Gngineer/Amhitect hereby CERTIFY that[have prep¢red or directly supecvised �� the preparation of all design plans,computacions and speci£cations conceming: . [ ] Entiro Pruject [ � Archi[ectu[al ( ] SrcucNral ( ] Meehanicul G [ ] Fire Proteceion [ ] Electrical [xj Othcr(specify) Entize Project , � for the above namcd project�nd tl�at ro the 6est ofmy knowledge,such pinns,compurations and specifications meet [he applicable pruvisions of the Vta3s'achusetts S[ate Building Code,all accepta6le enguteering practices and all applic¢ble laws Cor the proposcd project. , Furthermore,I uaderstand and ACI2EE tha[I shall perForm tlie nccessary professional services and be present on ihe construdion sire on a tegular and periudic basis to detertniae tha[the work is proceedipg in atcordaute with fhe � ducuments approved hy the building perrtu[and shall be responsible for the fotlowing as specitied in section 1 16.2.2: l. Rnview uf shap drawings,sample:and other submittuls vf ehe cantractor as required by the constructlon contract documents as submitted for the building pe[mit,and approval Cor Lhe conformance to Ihe design ,, canccpt. 2. Review and approval of the yualiry control pmcedures for all codaroquired conuolled materi�ls. � l. 6e present al intervals appmpriate to the smge of conswction to become generally familiar with the progress�nd qualiry oFthe work und to Actermine,in generaJ, if the work is being peiformed in a manncr consistcnt wi�h thz constructian dacuments. 1�hall submit periudically, in a Form acceptable lo the buildiag oFficial, a progress report together with pertinent comments. Upon comple�ion oF dte work, [shall fubmi[to the 6uilding ofFicial rt as m the salisfac[ory completiun and «admess of Ihc pmject For occupancy. �tHQf1(,qg„ �T�c o'T� DANIEL P. �'� Signature and Seal of registered professional: HAMRI N .q, O. �y "+a OI9TEp�' h7' �raNu.e'O� � a _ _ _ _ _ _r. 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DESCRIPTION No. � � � � � � PROJECT ENGINEER SRE ADDRESS: 717 ESSE% SiREEt T-1 TITLE SHEET SALEM, MA D1970 C-1 RADIUS PIAN HVDSON OESIGN GROUP LLC (�P�f`(��.f�. VERIZON WIRELE55 A-1 BASEMENT PUN $ a a a a a 1600 OSGOOD STREET 400 FRIEBERC PARKwAY BUILDING 20 NORTH, SUITE 3090 A-2 ROOF v�1N '� � � p � � N. ANDOVER, MA 018<5 M�ESTBOROUCH, MA O1SB1 TEL: 1-(978j-557-555! ZONING DIS7RICT: es (CENTRAL DEVELOPMENT) A'} ELEVATION FAX: 1-(978)-}}6-5586 A-6 EOUIPMENT ROOM PLAN � ZONING JURISDICTION: cin oa sn�em, Mn A-5 EOUIPMENi ROOM RCP h SECTION MEP ENGINEER n-s EOUIPMENT ROOM OETAILS � � � � � �/1P��: N a2' 31' 16J" A-7 DETAlLS �S CSI ENGMEERINQ LLC - 999 BROADwAY LONGRUDE w 70' S3' a1.1" A'B BALVSiRADE DETAILS W � � g � � ,N��..�_ SUITE 206 SN-1 STRUCTURAL NOTES SAUCUS, MA 01906 pARCEL ID: zs-ozsi S-1 ALPMA ANTENNA DETAIL$ C � iEl: 1-(7B1)-P33-4808 . FA%: 1-(7B1)-233-6868 _ S-2 STRUCTURAI PLANS � � � � 8 � PROPERTY OWNER: PARK TOWERS IV. L.L.C. 5-3 ANTENNA STRUCTURAL SECTION � �C��M� ATT: PETER BOHLIN S-4 ANTENNA $TRUCTURAL DE1AI�5 � „ n ' BCNP�KT'8 100 WASHINCTON 5T STE X� 5-5 ANTENNA STRUCtURAL DETAILS � � pC C DIR TIONS TO �IT � �� SALEM, MA 01970 � °-��. R � @ 5-6 CENERATOR STRUCTURAL SECTIONS �. B �� FROM WESTBOROUGH: OEPART FRIBERC PKWY / S-7 GENERATOR STRUCTURAL DETAILS WESTBOROUGM BUSINE55 fP-1 FM200 PLANS PARK TOWARD RESEARCH OR TURN LEFT ONTO RESEARCH DR P-1 PLUMBINC CAS PLANS TAKE RAMP RICM7 FOR RT-9 E / TURNPIKE RD P-2 PLUMBING �E7AIL5 �'�,G TAKE RAMP RIGHi FOR I-90 EAST 70WAR0 BOSTON M-1 MECHANICAL PIAN, NOTES & DETaLS p ANIEL P. S AT E%IT Id, TAKE RAMP RICHT FOR I-95 NORiH 70WARD � I M� � � WA�TMAM / PORTSMOUTH NH . E-1 ELECTRICAL OETAIL$ � KEEP LEFT ONTO RT-128 N E-2 U71LIlY k CROUNDING PIAN � CI AT E%IT 2BA, TAKE RAMP RICHT FOR RT-114 EAST TOWARD wEST PEABOOY E-J GROUNOINC'DETAILS i o 4 7 O BEAR RICHT ONTO RT-116 / ANDOVER 57 E-6 CABLE TRAY GROUNDING h OETAI�$ P O ��. 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"' ' 5 � > Z > m N � A �\\� � �\\ \ \ �\\\�\ \� \ .\ .,;..,� .�i 1 • '1 . �, 2 /2, - - - - — — . 6'-5 1/4' • v� a� � � � � o ' m0 ^� '& � � S m �c $o B o a a �r0 � �� g � � � : _� bzm Np o ; - ` � $ � $ � m r.n 'A C A 0 m 0 � � . n N N OOO 00 •• OOO ' 'OOO O O O ;'.� � � � � � ' � � � � � � � � � � � � � '. .'. : . .'� � • �. �'• ' � � � � � � � ' � � � � � � � � a -oMMo °' FOR CONSTRUCTION "' �� o � E�UIPMENT ROOM RCP&SECTION PREFMEO BY: PFEGMED iOR: \ / n ��U� � � � m> N A � � z WtE OESCMTqx BY CKK .1GG'0 � � / ;m� � � � � m m/�t/u 55uED i0R aMM xs ,d oox Hudson D ✓ �%N f �^O O ' � Op/33/1� 55YED!OR CAMSiRUCIqN N$ JM OYx Design Group« o y io/ze/�s x[vaco necxcusz cw�xn rs n ovH ��WIrE�233 �7 em� F 7'a � �V�o/�s nmssoneencusscwnrtr xs a ovx aooFaieEacvn.eRwnr �y F � 169pO5WOD51REfl nl 11-iS(� t It/09/1S PEMSED PFR OfSCM YEnf�BONU 16 Jlt OPM BUILDWGMINOR�N,SUIIE]090 IEL: �918�55>S55] WF3iBOROWH.MA01581 N.ANDOVER.eM01&5 fn%:19�8�3Jb55Bd 13081��33301EL Z 0 y W V � . � 3 � � 3Ew 2 �� $3� U O � � � � s � s o �m , . - ��? c 00 � �� fEILING CON�JCTION: '� Qo� wHITE i1BERGU55 PANEL ON 5/8' GVPSUN BOARD ON 1%a =o RR� STRAPPINC 12" O.C. ON ga8 ExSTING CONCRETE CENNC � $�i � 0 EOUIPMENT '. RO04 � n WALL [ONSTRIICTION: WALL CONSTRUCTION: � � � � � WHRE FIBERGUl55 PANEL ON (1) 5/8' / M'wlE FlBERGlh55 PANEL ON § o 0 0 0 0 FIRE RATEO Gw8 ON EXSnNG STUDS / (2) 5/8' F7RE RATEO CYIB ON � � fi fi fi fi (REPtACE nN0 REPNR AS REOUIRED) 2-1/2' CGC 25 GA C-H STUD WITH ROCK WOOL BA1T INSUUnON ON O 26� O.C. ON 1' CYPSUM J � � � � � � (2J 5/8' FiRE W.7E0 Gw8 . UNER PnNEL ON E%ISTINC wALI EONP4EN7 CONSTRUCTIpN Q W � 0' VINYL BlSE � YMITE CONNERCWL �N / EX�IS�T'ING WnLLUCONSTRUCnpryRON p � $ � � CRNDE VCT ROOR . _ j WITHOUT CONPRONISINC ANY r � s � � 3 $TRUCTURAL INTEGRItt. RENOVE Z �+ . ENTIRE WFI.L IF NOT LOAD BFARINC. � q � 4g � 2 �c k' � W � � � � � � r �aaa$ a $$o�� q�'S- o ANIE� P. GJ, � + MP � E�UIPMENT ROOM EQUIPMENT ROOM � c� ` WALL DETAIL � WALL DETAIL � � ° 4 � o SCALE� 6"=1'-0" A-6 � SCALE: 6"=1'-0" /.-6 �F�l$TERF-� F,�'� GRAPXIC SCALE GRAPNIC SCALE 0 �'_� 0-0 0_� 6' 0 0_� 0-t' 0-� 6 $/ M`$ 1M Z17 ESSEX STREET SA�EM, MF 01970 A-6 Z PAfKING MpTFRIAL MIN 1-1 2 in ONE 2'0 OR $MALLER $CHEDULE RooR �� Owu mH wix um nu uix � r wnu Nr+ � �� a� i naneC ex O � � ' � � Op ROIXt OF SiEEI qHNU1FF u1NUVA �R �OR41NG ppTING RI.11NG 1NRJUGx VENEIPPN�:n. TMICKNESS OF MIN 6 pcl MINERnL WOOL 40 PVC PIGE TO BE CENTERED w,4L OM wnu ncE ox SPKE SvnCE TMKNS �« � BATT INSULATION FIRMLY PACKED INTO WITHIN FIRESTOP STSTEM. A NOM. TMKxS. CONDN* TMKrvS (NOURS) (NOURS) � OPENING AS A PERMANENT FORM. ANNULRR $PACE OP 5/16" IS � (�� (1�) `��) Z � U � PACKING MATERIAL TO BE RECESSED ('^) (,^) (^) ' ' ' • ' l - REOUIRED WITHIN THE FIRESTOP RaON y-�/� �_�/Z )/8 ]-i/B � x-3/� � � �-� � � � � 3 FROM TOP SURFACE OF FLOOR OR FROM $YSTEM PIPE $HALL BE RIG�DLY WOOD BOTH SURFACES OF WPLL AS REQUIRED SUPPORTED ON BOTH SIOES OF ROOH �-�/� 8 3/B J/� t t-Sp 3 o THE HOURLY F RATING Of THE FIRESTOP OR � u� TO ACCOMMOOATE TME REOUIRED Wq�L/FLOOR ASSEMBLY SYSTEN 15 EOUAI TO THE HOUR�Y fIRE ' METAL ROOR }- � 8 }/B � 3 �_� ♦ 2 0 d�W THICKNE55 OF FILL AIATERIAL. �/ / RATING OF THE WALI ASSEMBLY IN WHICH STUDS N �o� o i¢ iN / ROOR �-t/3 1-1/0 ]/e ]-�/B 1 J-�/2 J 3/� IT IS INSTALLEO. Z pm� , ' H� �J j ROOR �-i/Z 6 �/e �/� i �_��2 } p THROUGH PENETRANTS: ONE 1"0 O $;� � ' � f 3 GROUT A�L VOIpS / NONMETALUC PIPE. CONOUIT OR RACEWAY - : �• y • AROUND SLEEVES j TO BE CENTERED WITHIN THE FIRESTOP U pQ NQ ROOR �-i/2 6 ]/8 � Y 3-�/2 J 0 $YSTEM. A NOM ANNULM $PACE Of M FI VOID OR AVITV MAT RIA - 5 eieuT� • SEAIANT : / w�Ll 5-i/2 �-�/t 3/8 t-�/B � J-�/2 � }/� 5/16 in. IS REOUIREO WITXIN TXE LL � RE I N fO RCED I IG H T FIRESTOP SYSTEN. PIPE. CONOUIT OR O o MIN 2 in. THICNNE55 OF FILL MATERIqL WT. CONCRETE OR wk� 5-t/2 6 J/8 J/� � ]-t/3 � 0 RACEWAY TO BE RIGIDLY $UPPORTED ON e RPPUEO WITHIN ANNULUS, FLUSH WITH THE UL Clr1S51FIED BOTX SIDES Of THE fL00R OR WPLL LL TOP SURFACE OF FLOOR OR WITM BOTH wul 6-i/z �-V2 J/8 t-�/B 3 x-�/x � � ASSEMBLY. � SURFACES OF WALI. �M�' CONOUR a j w� 6-i/] 6 3/8 � 2 x-t/x � o FlLL VOID OR CAVI7Y MATERIAL - SFALANT: a SPECIFIED TECHNOLOCIES INC: UL STSiEY NUYBER: C-AJ-7057 NOTE: / MIN 5/8 in. TMICKNE55 OF FlLl MATERIAL SPECSEAL SERIES S55 SEAIANT � p�TING - I HR. CORE HOLE 1 1 2 LARGER j CONCRETE FLOOR OR WALL ASSEMBLV, APPIIED wITHIN ANNULUS. FLUSH WITH , OR SPECSEA� LCI SENUWT. � � / TMAN THE DIr1METER OF THE MINIMUM 3-3 0 In. THICNNESS BOTH SURFACES OF WALL. ADOITIONAL LAVERS CONDUIT. CORE ORILlS TO � FlLL MaTERIAL TO BE INSTALLED SUCH OF ^� w(��(��J / FLOOR/ MINIMUM 6-1/2 in. WALL THAT A MIN 1 4 in. THICN CROWN I$ 5 8� BE SFALED wITH � � � � '" ��AL N�7E OR MA8O1'�1Y ELASiOMERIC $EAIANT FORMED AROUND TME PENETRqTING ITEM GYPSUM ttPE AS OR TYCE 55: nND LAPPING 1 in. BEYOND TME BOARD �E A��,J MINIMUM THICKNE55 OF SEALANT AS STEEL $IEEVE PERIPHERY OF TME OPENING. Q O�� PACNING MATERIAL: MIN. 1 in. TXICKNESS OF ��N��PA�� $PECIFIED IN THE TABLE RBOVE, (OPTIOWIL) UL STS7EY NUYBER: W-L-2095 MIN. 3.5 Oc1 FIBERCLA55 INSUlAT10N $HALL APPLIED WITNIN THE OPENINQ FLUSH SPECIRED TECHNOLOGIES INC: i MTING - 1 8 2 HR. C� BE WRAPGED AROUND TME WITH THE TOP SURFACE OF THE FLOOR SPECSEAI SERIES 555 SEALANT. O p � TMROUCM-PENETRANT M1D SECVREO OR BOTH SVR�ACES OF THE WALL ' SPECSEAI lC� SEALANT. //) _ TOCETHER BY MEAN$ OF NO. 24 FWG STEEL �� p�o TIE WIRE. PqCKING MATERLIL SHALL BE ONE 4"0 OR�SMAILER METALLIC PIPE FORMINC MATERIAL = w(;(„`Q��(Q�J pi „o� CENTEREO AT MID-0EPTH OF OPENING AND pR CONDUIT TO BE CENTERED WITHIN MINERAL WOOL BATT INSULATION = • ��'^ DETAL N(3YP8lM WALLBO�RD d o�w RECESSED FROM BOTH SURFACE$ OF WALL FIRESTOP SYSTEM. PIPE SHlLLL BE (MINIMUM 6.0 pcf) FlRMLY PACKED INTO =0 ��> n55ENBLY REOUIRED TO ACCOMMODATE 1HE RICIDLV SUPPORTED ON BOTM $IDE$ THE OPENING AS A PERMANENT FORM; $EE 8�g REQUIRED THICNNE55 OF FILL MAiERIAL. OF WqLL FLOOR f55EM8LY AND MAVE TABLE FOR MINIMUM REOUIRED THICNNESS NOTE; �m� MI ANN�LAR SPACE OF 3/4" FI I VIIY MAT RIA P T METqLLIC PIPE: � IN 2 HR FIRE RATEO ASSEMBLIE$ MIN }/p IN. STEEL PIPE: 6'0 OR SMALLER SCHEOULE 10 CABLFS IN VER77CAL RONS. CABLES INSTALLED IN VERTICAL RUNS ANp o THICKNE55 FILL MATERIAL l�PPLIED WITHIN THE � � PENETRATINC MORE THAN ONE FLOOR, OR CABLE$ �NSTALlEO IN VERTI�AL FNNULUS. FLUSH BOTH SURFACES OF WA�L. (OR HEAVIER) STEEL P�PE. RUNS IN A SHAFT, SHAII BE TYPE CMR. F�OOR PENETRAilONS REOUIRINC o ADOITIONAL FILL MATERIAL TO BE INSTALLEO SUCH Tl1AT �YERS 0� 5/8' THICK CONDUIT: 6'0 (OR SMALLER) ELECTRICAL TYPE CMR SHnIL CONTAIN ONLY CABLES SUITABLE FOR RISER OR PLENUM � CYPSUM WALL BOARD METALLIC TUBINC (EMT) USE. LISTED RISER COMMUNICATION$ RACEWAYS ANO USTEO PIENUM n A MIN 1/a fn. CROwN IS FORMED AROUND iHE ALLCORESTHROUGHELECTRIC pR 6�0 RIGID $TEEI CONDUIT. COMMUNICl�TIONS RnCEwnYS SHnLL BE PERMITTED TO BE INSTAI.LED IN PENETRATING ITEM. IN 1 HR FIRE RATED ASSEMBLIES. WOOD OR METAL STUDS VERTICAL RISER RUNS IN A SHAFT FROM F�OOR TO FLOOR. ONLY TYP6 CMR ROOMS TO BE FIRESTOPPED. p M1N 5/8 fn. iHICKNE55 OF FlLL NnTEFIAL APPLIED CABIFS SNALL BB PERYITfED TO BE INSfALIED IN THE58 RI58R5. ONLY p ' WITHIN ANNULU$ ON BOTH.SURFACES OF WALL. UL SYSTEY NUYBER: �C-AJ-l0I0 �yp CpBLES SNALL B6 PHRYITTBD TO BE INSfALLCD IN PL6NUMS. i � � $ � � AOOiiiOrvu FiLL uaTERia� TO BE INStaLlEO SUCH THAT UL MTFY NUYBfR: w-1-1029 USE FULL CONDUIT RUNS f RATING - S HR. (FOR PIPES GREniER iXnN !') a � � tt � A MIN J�8 �n. CROwN IS FORMED AROUND TNE f M7INC - I d 1 HN. TMROl1GH PENETRATIONS f RATING - 1 HR. (fOR %VES LE55 TXAN �'J NEfAL MCEPAYS OR FIREPROOF SHAFfS. LISTED COMMUNICATIONS CABLES E PENETRATING ITEM AND IAPPING t in. BEYONO THE SM�LL BE ENLASEO IN A METAL RACEWAY OR LOCATED IN A FIREPROOF SHAFT PERIPHERY OF THE OPENINC. PPE M'D COIOIR�PB'ETRA��'I MAViNG FIRESTOPS AT EACM FLOOR, � �" V' 1 'f' �s' SPECIfIED TECHNOLOGIES INC: �E A�C�f��^�� r�N�� SPECSEAL SERIES 555 SEAUNT, OETA�N�YP�l�)WALLBOARD gq SPECSENL LCI SEALrINT OR $ SPECSEAL PUTTY. tn � PENETRATION DETAILS ��1 � SCALE: N T.S. n-] � E � � �y �y� � E E Y � � � � � � UNISTRUT P1000 ATTACH WIiH APPROPRIATE ANCHORS: K ��C G G 1. MASONRY - 3/8" HY20 HILTI S 8�C o�� ANCHORS GALVAN12ED $TEEL � 3§• pqLV. P1000 2. WOOD — 3/8" LAG BOLTS � CONDuii/ avC nn0 uNisrrtur (PAINTEO 3. DRYWALL — PROVIDE WOOD , nt�oRewS MnrrGER pF COLOR OF / BLOCKING & USE WOOD LAG BOLTS �q COLOR OF P�NTED SURROUNDINGSJ � CyG SURROUNDINCS) / � � ANIEL P, f g MP1 E%ISTINC uETAL ANCHORED W/ SHEET METAI SITE PR01 SP1542 � CIV' � CEILINC/ WALL STUD SCREWS (2 PER UNISTRUT) ROOFTOP CABLE NIT OR o.4 7 O APPROVED EOUAL E%ISi1NC CONQ (y) }'�0K1 Nj' LC. HILTI ,,c � CEILING/WALI HIT HY20 ANCHORS OR �>>-��Z1Y � 8 H� , P�/STEn`'� �c,�'� EOUAI SITE PR01 RP4 RUBBER MAT OR APPROVED EOUAL 5p M 5 1M 217 ESSEX STREET CALVANIZED STEEL � 4fi" CALV. P1000 CABLE MOUNTED TO UNISTRUT FILL SIEEPER W/ SALEM, MA 01970 CONDUIT ANO UNISTRUT (PFINTED CONCRETE EVERY rWDREWS HANGER COLOR OF 8'-0' MA% (PAINTE� COLOR OF SURROUNDiNCS) WALL/CEILING/FLOOR SURROUND�NGS) CONDUIT RUN DETAIL �\ CABLE RUN DETAIL �1 CABLE TRAY DETAIL a SCALE: N.T,S. A-0 SCALE: N.LS. A-7 5 AL : N. .5, p-7 �� \ � � � 3._0 „z- � n m � wc �� w ; „ � � oD � o ^� m „ � m � n � O _____ _____ y '• Z m ! N a � _ _____ _____ m O N �—. m o Q N iD a 8A i O� 9r aN om � �m �� o � C- . uly� +i �n� 7m mp � � �� m� v� �� 0 � p m n � n D m r u C o N n' � � �'-8' i �o � D o "' v m � m nJ l N O OI �.1 Z 01 N 0 N OI N Y 1 v r N q N 0 O � O o ti �9 O ,oMMo FOR CONSTRUCTION u ��'�� O D P�P�ED BY: GFEGMED FOR: \ / � BALUSTRADE DETAILS ` � n �� z a� �� . �.o � _ , ;�; � � < � � ��,��,. ��.. � .� � Hudson � �� x N �q c^� � � w/xL�s narto roa Coxs�mrciw xs u ovw Design Groupuc M o y � io�mn� ccwsco r�ecau,�s�man xs u ovx �WI�CIBSS W ip A� �" �r�a ] ilIl0I15 NEYBED fIBCRGU55 LIOYf.Y MS J% pVx nroFRIOERGFARlWAT �� R 3S� � �� A�� '� � BULLOINGDNO�FRI,SIIIIE]WO iFl: �9)8�55�-5553 WF3IBOROUGH.MAp1581 11 N.aNWVEA,Mn01&5 F�:19>BI�b55B6 130BI��1EL o � � � � � � STRUCTURALNOTES: = 3 � � �� t. OESiGN REOUIREMENiS ME PER STRTE BUiIp�NC CODE I�ND SPECIAL INSPECTIONS(REFERENCE IBC CHAPTER 77): MASSACHUSETTS AMENDMENTS TO THE IBC � �_=q RPPLICABLE SUPPLEMENTS. INTERNAiiONRL BUILOINC COOE (IBC 2009), �ENERAL: WNERE MPIICATION IS w1DE FOR CONSTRUCnON. 1NE OWNER OR TME REGISTERED (REFERENCE 780 CMR): (n p o^� 0.SCE ]-05, Eiq/Tln-4YY-C STFUCTURAI STM1pRRp5 GOR STEEL DESICN PROfE55iONaL iN RESPONSIBLE CHnRGE RCiiNG AS 1NE OWNER'S AGENT SHRLL EMPLOY IOi.9 CONSTRUCTION CONTROL. y RNTENNq i0WER5 rWD MliENNA SUPPORTING STRUCTURES. CONSTRUC1tON/iN5TAL1ATI0N ��.'•f INSPECilONS aND TESTING ONE OR MORE nPPROVED nGENCIES TO PERFORY INSPEC110N5 OURING CONSTRUCiION ON ME IOi.9.1 GENERnL.. TMIS SECTION SIW.L nPPLY i0 THE Z �_ 2. CONiRRCTOR SHRLL VERIfY AlL �IMENSIONS AND CONOIilONS IN TXE RECORi IiEM MES OF WORK IISTED IN iHE INSPECnON CHECKLIST RBOVE. CONSTRUCTION CONTROLS. PROFESS�ONNL $ERVICES rWD �� ' iiElD PRiOR i0 FpBRiCAiiON nND ENECt10N OF qNv MqiERihL. Mlv pEOUiRED (CO4PLETED HY O ��- CON1RACiOR SERViCES REOUiRED FOR BUROiNCS aN0 '+ IINUSUPL CONDITIONS SIWLL BE REPORTED TO �HE RTTENiION OF THE ENGINEER Oi RECORD) TXE RECISiEREO OES�CN PNOFESSi0NR1. IN NESPONSiBLE CHnRCE AND ENCiNEERS OF RECORD STRUCTURES NEEOINC NECISTERED DESiLN PROFESSIONAI CONSTRUCiION AV.NRGER RND ENGINEER OF flECORD. ENGINEER OF RECOND PPPROVEO INVOLVEp IN THE DESIGN OF iNE PRQIECT ME PERMITTED TO ACT q5 THE MPROVED AGENCY M1D SERVICES. THE fOLLOWING STitUCTURES ME E%ENPT FROM THE v REQUIRED STEEI SMOP ORAWiNGS' TMEiR PERSONNEL ARE PER4iiiED TO RCT q5 TXE SPECWI INSPECTOR i0R lNE wORK DESIGNED REOUIREMENTS OF Mi5 SECTiON: NiY BUiLDiNG CONTNNiNC LE55 � 3. DESIGN M1D CONSiRUCTiON OF STRUCTURRL STEEL SIUIL CONFORM ENGiNEER OF RECORD PPPROVED BY THEM, PROVIOED iMOSE PERSONNEL MEET TNE OUAIAflCAiION FEOUIREMENTS. T� 35,OW CUBiC FEEi OF ENCLOSED SPaCE. MEASUREO i0 � TO iHE NAER�CAN INSTITUTE OF STEEL CONSTNUCTiON 'SPECIIlGiION REpU1RED FRP SNOP DRaWINCS' TME E%TERIOR SURFACES Of WALLS MIO ROpF$ ANO TO THE TOP FOF iME DESIGN, iRBRIUTION MIO ERECiION OF STRUCiURAL $TEEL STqiEMENT OF $PECIRL INSPECTIONS: THE RPPIICANT $HRLI $UBMIT A $TATEMENT Of SPECIAL OF A GROUND $UPPORTED ROOR, OR IN THE CASE OF N CRAWL W - i0R BUiLDiNGS". REGUIRED AUTERW. SPECIfICAT10N5 REPORN �NSPECTIONS PREPARED B'/ THE REGiSTERED OESIGN PROFESSIONRL IN RESPoNSiBLE CMnRCE IN SPACE, 10 iHE BOTTON SURFp�E OF inE CRnWL SPaCE, iN iME � ud ACCORWNCE WIT� SECTION 10).1 A$ R CONDITION FOR ISSUANCE. TMIS $iAiENENT $HPII BE IN C/SE OF BnSEYENi FLOORS OR LEVELS. THE CnLCULAT10N OF y N A FnBRICaTOR NDE INSPECTION /�CCORDrWCE wI1H SECTION 1]O5. ENCLOSED SPACE $wU.l INCLUOE $UCM SPnCES. i0R nDDIT10N5 � ♦. SiRUCTURRL $TEEL $MNLL CONFONII TO RSiM A992 (fy=50 kai), / TO E%ISTING BUI�DINCS, THE VOLUUE OF ENCLOSEO SVACE Sw1LL � NISCELUNEOUS S1EEL SWJ.L CONFORM TO ASTN R36 UNLE55 REPORT REOUIREMENT: SPECLIL INSPECTORS SXRLI KEEP RECORDS OF INSPECnONS. iME SOECW. �NCLUOE THE ENiIRE E%ISTINC BUILDINC AND RLL PROPOSED OTNERWISE INDICAiEO. RE�UIRED PACKING SUPS� INSPECTOR SW1Ll FURNISH INSPECl10N REPORTS TO TME BUILDING OFflCWL, RNO TO ME FDOITIONS. RDDilIONK iEStINC RNO INSPEC➢ONS: REGISiEREO DESiGN PROfE55i0NRL iN RESGONSiBLE C1uRCE. REPoRTS SMRLL INOICATE THNT WORK �� QNE OR iW0 �r1MRv OWEIUNG OR Mlv q�CE550Rv 5. STEEL PIPE SHRLI CONFORM TO'fSiM R500 'COLD-FORMEO WEL�ED �NSPECTE� WRS OR Wa5 NOT COMPLETEO IN CONfORMPNCE TO PPPROVEO CONSiRUCTON BURDMG THERETO. A53 PPEESTEELpBIACK M1ED HOTUDIPPED ZNC COAiED WELDEO nNDM DURINGCONSTRUCTION DOCU4ENT5. DISCREP/�MCIE$ $HnLI BE BROUGHT TO ME IM4EOWiE nTTENiION OF iME CONTRACTOR �' � BUILOINC USED E%CLUSNELY FOR ACRICULiURAI � �T CONSTRUCiION/INSUWiION FOR CORRECTION. Ii THEY ARE NOT CORRECTEO, ME MSCREPANCIES SHnLI BE BROUCHT i0 TNE �RP05E5. SEE �PPENDI% C fOR OCCUPANCY uJD OTHER __ SEAMLE55 ttPE E OR 5, CRnDE 8. PIPE S12E5 INDICATED PRE INSPECT10N5 ANO TESTiNC l�4iTpTi0N5. NOMINqL, nC1WL OUTSIOE OWAEiER IS URGER. REPORT ITEN �nENTION Of 1NE BUIIDINC OFFICu1 �wD TO ME RECISIEREU OESICN PROFESSIONRL IN }, RETRININC WRLL$ LE55 THMI TEN FEET IN NEICHT Ri AlL °'= REOUIRED (COMPLETED BY RESPONSiBLE CIURGE. A FINNL REPORT DOCUMENnNC REOUIREO SPEC4IL INSPECTIONS SHPII BE PoINTS RLONG TXE WM.L AS MEASURED iROM THE &SE Of ^ 8. $TRUCTURAL CONNECnON BOLiS SHnLL BE MIGX $TRENGM BOLTS ENGINEER OF RECORO) SUBMITfED. ME i00TING TO THE TOP OF iHE WALL. �# (BFAqING IYPE) nND CONFORM TO �SiM a779 ttPE-% 'MIGH REpIIIREO STEEI INSPECTIONS O� � STRENGTN BOLiS fOR SiRUCTUWIL JOiNiS, INCIUDING SUITPBLE NUTS NOiw1iM5TnNDiNG iXESE E%EYPTIONS. PROFESSIOfUL ENGINEERING nND PWN NMDENEO Wn5MEF5". N.L BOLTS S�uLL BE 1/s' Din UON. SERnCES SiuLl BE REOUIFED FOR nCiMnES v/N2H pRE N o . w N/n HICM SiRENGIH BOLT INSGECl10N5 REOUIRED INSPEC710N5 AND SITE REVIEW DOCUMENT AS A CONDI710N OF 7HE DEEUED io CONSTiNTE iHE vw.crice ov ENCiNEERING V`� „� 1. AlL StEEL MNTERIRLS SMRLL BE GnLvnNiZED aiiER fABRICAT10N iH BUILDING PERMIT THE FOLLOWING INSPECTIONS AND SITE REVIEWS IDENTIFIED BY a5 OEFlHED iu M C.L. C. 112. § B�D, E%CEPT q5 GROV�DED iN �� '� I.CCORDMICE N�TH q51M n123 '21NC (NOT-DIP WLVPN2ED) COATiNCS �+/� MIGX WINO ZONE INSPECTION$ THE BUILDING OFFICIAL ARE RE�UIRED FOR WORK PER THE M.QL. C. SM M1D NNY LEGAILY RE�VIREO PROiES510N OR RS 3 O1 �o� , ON IRON AND STEEL PROpUCTS", UNLE55 OiHERW15E NOTED. PROVIDED IN N.C.L. C. 112, $ 81R. wHERE wORK IS PERiORNED m BTHEDITIONOFTHE =p R" N/n ' FOUNDrliiON iNSVECii0N5 BY LICENSED TRRDES PEOPIE PURSUMIT TO M.GL C, itY, � u' e. nlL BOlTS, u+CHORs nND uiSCELIFwE0u5 �uROwaRE SHnu BE MASSACHUSETTS STATE BUILDING GODE,980 CMR,SECTION 170 AND CHAPTER 77 B1R, PlANS AND SPEC6iCpilONS GREVARED TO DOCUYENt iHAT 5§� CnLVnN2E0 IN �CCOROnNCE W�TM qSTM a153 '21NC-CMiING q�p CONCREiE COMP. STRENCn', SLUMV WORK SHnLL NOT BE REOUIRED TO BEAR TNE $EAL OR $mi TE5T5 AND vUCEMENT SiGNniURE Oi n REGISiEREO OESIGN PROFESSIONnL. (HOT-DIG) ON iRON MID STEEL IIMDWME". UNLE55 OiHERWiSE REGUIRED SRE REVIEW AND OOCUMENTATION FOR PORTIONS OR PHASES GONSTRUCTION�� S GOSi iNSiaLLED nNCMOR ROD NOIED. - ��A V[RIi1UT10N �°e°O°p1°�D^M�p0qp0b"��°0°�O1�mOiY°°'a�a9O6°R��'��r 1p19��109� I09.8.1.1 SPECIPLIZED STRUCtURES. TELECONMUNICATION TOWENS, W 9. fIELO WELOS, ORiLL MOLES, SAW CUiS M1D ALL DNMPGED GnLvnN2ED WIND TURBINE TOWERS, MID 9NilAR STRUCTURES RRE 511RFpCES SHALL BE REPNREO WITX AN ORGPNIC ZINC REPNF PNNi ��A B0.5E PLAtE GROUT VERIFICATiON SRE REVIEW ANO DOCUMENTATION % SITE REVIEW ANO DOCUMENTATION % ENGINEEFEO STRUCTURES MIO SW lL BE SU&IECT TO lNE o CONPLYING WIiM REOVIREMENTS Of ASTM R180. CRLVAN121NG REPNR REOUiRE4ENT5 OF SECTION 10).6. '�' PNNi $NNLL NAVE 65 PERCENT 21NC BY WE�GMT, ZIRP Bv DUNGN N/R CERTIFIED WELO INSPECTION SOIL fAND�nON/uu�r5i5/REPoRi ENENG�' E�tlENCv REOU�REYENLS � CN,VRNI2INC, GOLVR BRIGHT PRE4iUM Bv CROWN OP E�UAL. I01.8.2.2 CONS1RUCnON. ME REGISiERED OESICN TXICKNE55 Oi MPLIEO Gr1L`//JlIZING REPNR PNNi $IULL BE NOT NOT N/n EMiMWORN: LIR RNO DENSiIY FOOTrG N�0 �OUNpn110N PRO(ESSIONnLS WNO nRE RESPoNSIBLE i0R TIE OESIGN, PlAl15, o LE55 T�uN a COAiS ALLOW i1ME TO ORY BEM'EEN COnTS WiiM R (iHCLUOiNG REmfORCEwENi,wD nq(qWtu iNSipuqnWl� CRLCULAt10N5, M10 SPECIFICATIONS. THEIR OESIGNEE OR iHE � � � � � � � � ON SiTE COLD GALVM1121NG FOUNMiiON nii�CNUENij REGISIERED DES�GN PROFESSi0NNL5 WHO W.vE BEEN REi�IINED RESULTING CORTINC TIIICKNE55 REOUIRED BY RSiM A123 OR R153 AS N/R y[RIFICATION FOR CONSiRUCTION GIVSE SEMICES, 511ALL PERiORM THE qpp�i�qg�[. COxCRE1E ROOR u�D uMOER FLWR FIflE SUPPRESSION INSTFLUnOM� yS tt � � � � FOLLOWING TASKS: 6 t0.CONIRRCTOR SMALL COMPLY WITH AWS COOE FOR PROCEDURES. ��A GUY WiRE TENSION REPORT LOwESi GLOOIi ROOD 0.EVAnON RELD REPORiS° 1. RMEW. FOR CONFOR�uNCE TO TM�S COOE aND TXE DESIGN MPEARnNGE nN0 OUnLnV OF WELOS, AND FOR MEiNODS USEO IN ApDIT10NNL 1ESPNC �1ND INSPECTIONS: S1FUClUWiL FMNE - WRLL/ROOfi/ROOf X CMIBON MONO%iDE DEfECIbN MTEW CONCEGT, SNOG DRANINGS, $RMPLES Ml� OiHER � � � � 'Q � CORRECiiNG WELOINC. ALL WELDERS r1ND WELDiNG VROCESSES SHALL SUBNITTALS BY TME CONTRACTOR IN ACCORDRNLE W��H THE BE OUALIiIED IN ACCORDMICE WITH AWS '$TANDARD OWLIFICATION lA1M �MD PUSTER/GVP511M SE�SMiC RE�NFORLEwEMi REOUIREMENTS OF iHE CONSTRUCTION DOCU�IENTS. 2, vERFORu 1ME DUTIES FOR REGISTERED DESIGN � PROCEDURES�. All wELOiNG 511AL� BE DONE USING E]0%X E.O.R. TO INSPECT EXISTING MASONRY FiRE AE56Tu�i wnLVP�*mONs rnwiuc SuoNE COHmot Sv5iE�5 y ELECTRODES nND wELOING SHnLI CONPORu TO nISC AND DI.I. wNERE pARAPET & WALL PRIOR TO STEEL RRE fiE55TMlt W.LLL/GMMIONS FlNiSX suomc uJo wu* vcNrs �OFESSIONNL$ IN CHr1PTER 1]. W GILLET WELO SRES nFE NOT SHOWN, vROVIDE ME MINIMUM 512E PEF 3. BE PRESENT Ri INiERVRLS RPPROPRIRTE TO iNE SiAGE OF H TRBLE J7< IN iNE NSC �YRNUAL OF $TEEL CONSTHUCTION�. 9TX STUB-UP INSTALLATION �T��NENiS CONSiRUCiION i0 BECOME CENERAILY FMIILIRR WITM TXE O r > � /�BWE CEYIixG iNSPECiMN KCE59Biutt (5lt CUA) PROCRE55 M1D OUALItt Oi iHE WORK M1D TO DETERMINE z Y Y EOiTION. IF THE WORN IS BEiNG PERFORMED iN n MnNNER J a a �iqE BLOCNINC/StOGGINC MiEY OT1ER: CONSISTENT WIiX iXE CONSTRUCTION pOCUMENIS M1D TNI$ Q � d E 11.MCORRECTV FqBqIGTEO, OAMAGED OR OTHERWISE MISFITTING Ofl EwERCENLV UCwnNG/Exli 9GlMGE � � NON-CONFORNING NnTERULS OR CONO�T�ONS SHnLL BE REPORtED TO AFfERCONSTRUCTION CODE. _ � g � � � TNE CONSTRUCTION MnN�GER PRIOR TO pEMEOUL OF CORREGTNE � ACTION. Mlv SUCH pCTION SMKL REOUIRE CONSTRUCLiON MnNAGER CONSTRUCTION/INSTALLAiION �FN�S Oi EGfK55 COUPOnExiS SaECUL iNSVECTONS (SECTiON t)Oa): TnE PENMrt qPPLIGiION SIW.L NOt BE DEEMED COAIPLETED INSVECilONS M1D TESTING -CwJINEI FEiNiORCENENT UNiIL ALL Oi T11E CONSTRUCTION DOCUMENTS REOUIREO BY iH15 AVPROVIJ,. REPORi IiEM pEOUIRED (COMPIEiED BY -S1EEL S1U8-UP iNSi/iLU�ON SUPPORIING CODE HAVE BEEN SUBMIiiE�. DOCUMENTPl10N INDICqiING T1UT Q e ENGINEER OP RECORD �F��4 COPwG/SKTEu q/,R'OPu. (ROOF) X WORK COMPL�ES WITX TNE PLAHS MID SPECIFICATIONS SM�LL BE N q � � � $ 12.UNISTRVI SNRLL BE FORMEO STEEL C14WNEL $iRUT FRn1AINC AS � GROVIOED AT TME CONPlET10N OF FACH PIUSE WHEN REOU�RED . fA 7 S MANIIfACtUREO BY UNISTRUT CORP., WAVNE, YI OR EOURL. STRUi REQUIRED MOOIFICpT10N INSPECTOR REDLINE OR BY THE BUIIDING O�FiCWL. � H �E' � MEMBERS SHRIL BE 1 5/B'�I 5/8'a12GA, UNLE55 OTHERWiSE NOiED, RECORD DRRwINGS° yENnHG MiEuS (KiTCMEn. CMEuiGI, NUE) AND SHALL BE NOT-OIP GALVAN12ED AFTER FRBRiCPTiON. PpST iNSTIILLED PNCNOR R0� IO'l.8.9 CONSTRUCTION CONTRACiOR SER'IICES. THE NCTURL � " ^ ^ ^ �� GULL-OUT TESiING CONSTRUCTION 0� THE WORK SW1LL BE iHE RESVONSiBILIIY OF k' .T e1�e� t1.EPO%r nrICNOR aSSEMB�r SwiLL CO�l5i5T OF STaHLE55 STEEI �ECww¢a mrtus THE GENERnL CONTMCiOR 15 IDENTIFIED ON T11E APPROVEO aS^ C�G � ANCXOR ROD WITM NUTS k WASMERS. Ml INiERW1LLY TMRFApED REQUIRED PHOTOGRqPNS BUILDINC PERMIT RND SIULL INVOLVE iME i'OIIOWING: B B � � � iNSERt, n SCFEEN iUBE nND n EPO%Y AOMESNE. iME ANCNORING i, Ii �5 TNE RESPONSIBILitt OF TIE PERMIT APPLiCANT i0 NOTfY TNE BUILOINC O�FICNL OF �� E%ECUTION Oi ALL WORK iN ACLORDnNCE WIiH THE SYSiEM SMr1LL BE �NE Nl�il-Hli HY-20�AND ON MY-150 SYSTEM$ AODIiIONRL iESTINC REOI/IRED MPROVED CONSTRUCTION DOCUAIENTS. n (n5 SPECIFIED iN OWC.) OF ENGINEERS MPFOVfD EOUnL. ANO INSPECTIONS: INSPECTIONS (%). INSPECi�ON OF )80 CHR iIRE PROTECTION 5'STEMS u4v BE WiTNE55E� 8Y Z. E%ECUt10N M10 CONiROL OF nLl MEMOUS OF � TXE flqE CONSTRUCTION IN R SNFE MID SPTISFACLORY YFNNER IN 16.E%PANSION BOLiS 511P11 CONFORM t0 FEOERAL SPECIFIUTION OFFICInL AND INSinL1AO0N PERMIiS ME REOUIRED FROM TME �IRE DEPaRTYENT PER 52] �CORDANCE WIiH nLl APVUCABLE LOGL, STATE, AND '9�+ �F-5-135, GROUP 11, ttPE s, CIA55 I. NILTI NWIN BOLi III OR fEDERAI StAiUiES AND RECULATIONS. 'S' APPROVED EOUAI. INSLlUAT10N SM�1LL BE IN RCCORpRNCE WILM iME NOTES: jMp�iNCLUDE NFPq )2 iESi AND ACCEPTMIGE OOCUMENTATION J. UPON COYPLEiION OF iXE CONSTRUQION, CERTIFICPbON iN � ANIEL P. Gf MRNUiACiURER'S RECOMMENDAilONS. 1. REOUIRED POR �NY d(y SMOP ir1BRiWTEO fRG OR STEEL. WRITING TO iHE REGISTEREO DESIGN PROFESSIONAL W � � 2 GkOVIDEO BY MRNUFRCiURER, REOUIREO IF NICX STRENGiM 3� INCLUDE MPLIGB�E NfPA q, 13R, 13D, le, 15, il, 20, 3�1, EiC. - TEST M1D � f MP) . 15.LUMBER SHnLL COMPLY WITX TME REOUIRE�AENTS Of iME uAERICAN BOLTS OR STEEI ACCEPiaNGE RESPON9BLE CHMCE tNAi, TO iME BEST OF TXE p MSTITUtE OF iIUBEH CONSTFUCTION ANO THE N�TIONPL FOfiESi ]. PROVIDEO BY GENERrtL CONiR�CiOR; PROOF OF MnTENIPLS. DOCUMENTATON CONiRACiOR'S NNOWLEDGE nND BEL�EF, CONSTRUCTION w15 CI ' PROOUCTS RSSOCIAiION'S NATIONAL OESICN SPECIFIGTION �OF W000 �� MIGH WIND ZONE INSPECiION CATB �TOMPN OR GT C,0 4� �NCIU�E NFPq PIO RECORD OF COAIPlET10N AND INSPECiiON RND TESt FORM ��N��N��NpERiMENT DEVWilONS SPECIFECAL�LY NOTED. !O 4 �' O 5. INCLUDE flELD REGORiS nND REUiED DOCUrIENint10N CONSTRUCI�ON. N.L LUMBER SMALL BE PRESSUNE iREAtEO ANO SHN.L 110AIGM INSPECT fRAIAINC OF WRLLS. MICMORING, ME BUIL�ING OFFICIAL INY REOVIRE R COW Of THIS F0.5iENING SCMED11lE. 8. wORK SMAIL NOT PROCEEO. OR BE CONCEALED, UNTIL TME REOUIRED INSPECTION Hn5 BEEN �ERiIFIGiION. 'A O � BE SiqUCiUFnL CRnDE N0. t OR BETiER. 5. n5 REOVIREO: FOF aNY FIELD CHnNGES TO TME rtEMS IN ��p�� ISTERF- F,�" iME BUILDING O�FIC41L, AND NOTNING WITHIN CONSTRUCt10N CONtROL SMALL 11AVE iME 18.WNERE ROOF PENETRAt10N5 RRE REOUIFEO. iNE CONTRpCTOR SMKI THIS TABLE. EFFECT Of WNVINC OR LIMITING iME BUI�D�NG OFFICIiL'S AUMORItt TO ENfORCE THIS COOE WITH �07.8.{ ON SITE PRQIECi NEGRESENiRT10N. WXEN RPPLICATIONS '� CONinCi ANO COORDINnTE REWiEO WORK WiTM iNE BUILDING OwNER � FESPECT TO EZMIIN�T10N Of TXE CONiRACT OOCUMENIS, INCLUOING PlANS, FOR UNUSUAL DESIGNS OR unCN1TUDE Oi CONSiRUCiION ME ANO ME EXISTINC ROOF INST�LLER. WORK SMKL BE PERFORUED IN tlQIES: FILED, OR W11ERE FEiERENCE STM1DnR05 REOUIRE SPECIu SUCN A YANNER n5 TO N07 VOID THE E%ISTINC ROOP wMRANtt. 1. ALL CONNECTIONS TO BE SNOP wELOED h FIEID BOUED �OMPUTRTIONS RND SPECIIICATIONS. RNO FIELO INSPECt10N5. ,�p�XITECiURAL OR ENGINEERINC iNSPECTi0N5. iNE BUILOING y` M 5 � R00� SMnLL BE wniERTICMT. USING 3/1'o ASYS-X BOLTS, UNLE55 OTMERWISE NOiIFIED. �� ROUGX AND/ON FINISN INSPECTIONS Oi ELECTRICnL, PLIIMBING, OR SMEEi METAL SMnLI BE OFFICIAI MAY REOUiRE FULLTIYE VROJECi FEPRESENTRTION BY R �17 ESSE% STREET � INSPECiED 7. SNOP DRAwINC ENGINEER REViEW h APPROWL REOUIRED PRIOfl i0 ROUCN nN0 PINiSN iNSPECT10N5 B�' iHE BURDMG OFF2W.. REC�STERED ARCXRECT OR PROFESSIONAL ENGINEEF IN AODITION SFLEM, MA 01970 1].QL FIBEFGU55 MEMBERS USED RRE AS MRNUFACtUFEO BY BEFOPE OFDERING MRTERW.. TO TMAT PROVIDED IN SECTION 10).6. TME PROJECT SiRONCWELL COMPMIY OF BRiSTOL, VA Y�]OJ. l�LL OESIGN CPoiERV� 3. SMOP DRAWING ENGiNEER REVIEW k APPftOW1L REOUIRED REPRESENTniIVE SHaIL KEEP DRIU' RECORDS ANO SUBuIT FOR TMESE MEMBERS IS &SED ON INFORAUTION PROVIDED IN TME PRIOR TO STEEL inBRlCniION. REPORTS n5 MAY BE REOUIRED BY THf BUILOINL O�FICIAL. UPON DESIGN MnNUnL. ALl RE0111REMENTS PUBLISMED IN SAID MRNUAI MUST �. V[RIFIfi1t10N OF E%ISTING ROOF CONSiRUCT10N IS REOUIFED COMPlEtiON Oi TME wORK, TNE REGISTERED OESIGN � BE STNICTLY AOHEREO T0. PRIOR i0 TME INSiRLUTION OF ME ROOF PtATfOFM. � PROFESSIONRL SMRLL FILE R iINRL REPOfiT INOICRiINC TMRT iXE ENGINEER OF RECORD IS i0 nPPROVE E%ISTING CONDITIONS wORK 1u5 BEEN PERfORMED IN ACCORORNCE WILM TXE 18.N0 MnTEFInLS i0 BE ORDEFEO M10 NO WORK i0 BE COMPLEiED IN ORDER TO MOVE FOFWnRD. nPPROVED PlPNS rWD THiS COOE. iH15 ON SItE VRQIECT �� UNTII SMOP DRAWINGS NRVE BEEN REVIEWEO nND nPPROVED IN 3. CENTERLINE Of GROPOSED SiEEL PUTFOFM SUGGONT REPRESENiRt10N REOUIREMENt 51uLL BE DEiERMINED PRIOR i0 _ WRIiING. COLl1MN5 TO BE CENTAALLY LOCAtEO OVEN iME iME ISSUPNCE 0� THE BUIID�NC PERMIi AND SNnLL BE n E%IStINC BUILDiNG COLUMNS. FEOUI$?E FOR iME PERMIT ISSUANCE. REFUSnL BY ME 19.SUBCONTRACTOR Sw1L� FIREPROOf nlL STEEL TO GRE-E%ISiING 6. 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L3.3.1/a . 8' LONG � � O ' J S/��0 n3t5-% � � � � BOLTS (MJ � e o ' � � � � � � � s•.,o•,s/e• � Q � PUTE ' � s'.a'•1/s' NSS � � � � � � � i � ti i/Y �. ti i/Z' :i �/Y �, :i i/x^ i W B'e10':S/8' �'{ S'x70'a3/8' = ^ = PUTE I PIATE ' V. � a��'a� \ � � . i PROPOSED F'tASHINC e ? W10�12 I EXISTING BGM w i PER WINUFACTURER'S BELOW (V.I.P.) � SPECIPIGTIONS O O �•.�•.i/�' Hss � 0 �•.a•.i/r nss I . ' ---� _______ --� ---- ___-- --'-- ----- ---'--- � � E� ' ccc ccc" caccc vr_c � •, v CyG ' __ ' ' ""' ' ""' ""' __"'"_"" � ANI P. � S/�'e N75-X � PROPOSED S/�'� .. . - � �MPi �� ry BO�TS (n'PJ BUNO BOLTS. SMEREx � S'•10'•S/8' c� ��,. -+ � , MDS-7500-3.�0 OR i PUTE 18 M IB APPROVED EOIMI I u o 4 7' O « N07E: _ ; PROPOSED 3/a'e /� O F,� SEE I/5 S i0R i BUND BOUS. SNEREx � �'�SiE� 4, OTNER CONNECiION j MOS-7S00-J.sO OR DETNL I APPROVEO EOWL GENERATOR TOP PLATE GENERATOR BOTTOM PLATE CONNECTION DETAIL � CONNECTION DETAIL � ' cx�sT�Nc eeAM 477 ESSEX55 REEi y � � BELOW (V.I.F.) y1LEM, MA 0�970 i � $CALE: ]" � I'-0" S-7 SCALE: J" = 1'-0" 5-7 GpAPHIC SCALE CRAPMIC SCALE � � 0 o•-r o�-r o•-e� r-o• o o�-r o•-a• o�-e� r-o• � exisnNn co�urnN GENERATOR eE�ow cv,i.r.) CONNECTION DETAIL � scn�c: a� � ,o� a_, -7 caevHic scn�e 0 o�-r o�-r o•-e• r-o• - - z � FM Y00 CLEAN AGENT FIRE SUPPRESSION SYSTEM O M � 1, FURNISHANDINSTALLA'TOTALFLOOD'CLEANAGENTFIRESUPPRESSIONSVSTEMWRMAUTOMATICDETECTIONANDCONTROL. � � 2. TNEOESIGN,EQUIPMENT,INSTALLATION,TESTINGANDMAINTENANCEOFTHECLEANAGENTSUPPRESSIONSVSTEMSHAILBEIN - W N R U � NCCORDANCEWITHTHEAPPLICABLEREOl11REMENTSSETFORTHINTHELATESTEDITIONOFTHEFOLLOWINOCO0E5AND SIMPLE%MO It0 TOSHUNTTRIPIN � I STANDARDS: , � MODULEFORALARM BREAKERAT � � „�1 2.a. NFPqN0.2W1-CLEPNAGENTFIREF_XTINGUISHINGSVSTEMS ANDTROUBLE EIECTRICALSERVICE 2.0. NFPAN0.1D-NATIONALELECTRICALCA�E �` 3� 2.U. FACTORYMOT AL PPRO AROUDECTNESIGNALINO I PROPOSEDTELCO FM20DSVSTEM ,rI� � � FA4IDOTANKd v, �y � 2.e. ULLISTINGS I VALVE CONTROLPANEL x � g J Y.L REQIIIREMENT50FTHEAUTHORITVNAVINGJURISDICTION(AHJ�.TMESTANDARDSLISTED,ASWELLPSALLOTHERAPPUCABLE uu uu G � CODES,STANDARDS,AN�GOODENOINEERINOPRACTICESSHALLBEUSEOFS'MINIMUM'DESIONSTANDARDS. O $;� 9. THESUPPRESSIONSYSTEMINSTALLATIONSHALLBEMNDEINNCCOROANCEWITHTMEOPAWINGS,SPECIFICNTIONSANDAPPLICA9LE /� STANOAROS.SMOUID A CONF4CT OCCUR BEPNEEN THE DRAW INGS AN�SPEQFICATIONS,TME SPECIFICATIONS SHALL PREVAIL. � 0. INSTAILATION SHALL CONSIST OF THE FOLLOWINO: 4.e. A COMPLETE OPERATIONAL FM]00 SVSTEMS O 4 . 4.0, NEWSMOKEDETECTORS IONIlAT10N BLIILDINOFIRE <.c. POWERFM200SVSTEMSCONTROLPANELFROMSMOKEDETECTIONdRCUR. SMONE�ETECTOR TOVERIZON �' AUOIBLE/STROBEIN � W ________ O.d INTERLOCKWIRINOANDCONDURFOR3MUTDOWNOFHVACBELECTRICAtPOWERSUPPLIE3. i MONITORPOINTS ' SERIESWITHE%ISTINO � 9.a. CONNECTIONTOVERI20NWIRELESSMONITORPOINTS. ' CIRWIT d 5. TMEMANIIFACTUREROFTHESUPPRESSIONSYSTEMHARDWAREANDDETECTIONCOMPONENTSSHAlLBE1508000REGISTEREO. � 6. ALIDEVICES,COMPONENTSANDEOIIIPMENTSHALLBETHEPRODUCT50FTME5AMEMANUFACTURER. PHOTOELECTRIC � ). ALLOEVICES,COMPONENTSANDEOUIPMENTSMALLBENEW,STANDARPPRODUCTSOFTHEMANIIFACTURER'SLATESTDESIONAND � i � SUITABLE TO PERFORM TME FUNCTIONS INTENDED. SMOKE�ETECTOR B. ALLDEVICESANOEOUIPMENTSMALLBEU.LLISTEOAND/ORFMAPPROVEO. o ny� B. THE INSTALLING CONTRACTOR SHALL BE iRAINED BV TME SIIPPLIER TO DESIGN,INSTFIL,TESiPND MAINTPIN FIRE SUPPRESSION "�� 0 � U RLVENGAGE�INTHEINSTALLATIONO F �F SVSTEMS.THE INSTALLING CONTRACTOR SHALL BE AN E%PERIENCED FIRM REG lA AUTOMATIC CLEAN AOENT,OR SIMILAR,FIRE SUPPRESSION SVSTEMS IN STRICTACCORDANCE WITN ALLAPPLICABLE CODES AND �-------------- � m[ STANOAROS.THE INSTALLING CONTRACTOR MUST NAVE A MINIMUM OF FNE(6)VEARS E%PERIENCE IN THE DESIGN,INSTALLPTION DISPERSION � FM400 SVSTEAI MANUAL . Ee. AN�TESTINOOFCLEANAGENT,00.51MILAR,FIRESUPPRESSIONSVSTEMS. NOIILE � DISCHARGEAND �� i� 10. THEINSTALLINGCONTRACTORSMALLSUBMITDRAWINGS,CAICUtATI0N3AND5V5TEMCOMPONENTDATASHEETSFORAPPROVAL I .------ ABORTSWITCH � TOTHELOCALFIREPREVENTIONPGENCV,OWNER'SINSURANCEUNDERWRITER,ANOALLOTHERAUTMORITIESHAVINCaJURIS01CTI0N / � Cn B _____________�-__ 9EFORE STARTING INSTA�LATION.SUBMIT APPROVED PLANS TOTME ARCHITECTIENGINEER FOR RECORD, -- ----- O p � 11. THESVSTEMSHALLPROVIOEAFM-200MINIMIIMDESIONWNCENTRATIONOFJ.4%BVVOWME.SVSTEMDESIGNSHALLNOTEXCEED �HeVi �� 10.5%FORNORMALLVOCCUPIEDSPACESWITMRETENTIONTIMEOFIOMINUTES. V c �F- 13. TNESVSTEMSHALL6ECOMPLETEINALLWAVS.ITSMAIUNCWOEALLMEGMANICAI.ANDELECTRICALINSTALIATION,ALLDETECTION �m ck� ANDCONTROIE�UIPMENT,AOENTSTORAOECONTAMERS,FM-20UAOENT,UISCHARGENOZZLES,PIPEANDFITTINGS,MANUAL b �� HELEASE AND A90RT STATIONS,AUOIBLE ANO VISUAL AURM DEVICES,AUXILIARV OEVICES AND CONTROLS,SHUTDOW N5,AIARM S� INTERFACE,CAUTIONIADVISORV SIONS,FUNCTIONAL CHECKOUT ANO?ESTING,TRPININO AND ALL OTHER OPERATIONS NECESSARV FORAFUNCTIONAL,ULUSTEDANDIORFMAPPROVEDFM-200CLEANAOENTSUPPRESSIONSVSTEM. � �� 13. PROVIDETWO(4)INSPECTIONSDORINOTHEFIRSTVEAROFSERVICE.INSPECTIONSSHALLBEMADEATfi•MONTHINTERVALS COMMENCINOWHENTHESVSTEMISFIRSTPIACEDINTONORMALSERVICE. - � 14. TME SVSTEM SHALL BE ACTIlATEO BV A COMBINATION OF IONIIATION AND PHOTOELECTRIC�ETECTORS INSTALLEO FOR MA%IMIIM ,g�i i AREA COVERAGE OF 250 S�.Ff.(43.R M2)PER DETECTOR.DETECTORS SMALL BE CROS&20NE0 DETECTION REQUIRW Ca iW0 � � DETECTORS TO BE IN ALARM BEFORE RELEASE. 15. AUTOMATICOPERATIONOFPROTECTEDAREASHALLBEASFOILOWS: � ACTUATIONOFfl10ETECTOR WITMTHESYSTEMSHALL: �� a. ILLUMINATETHE'ALARM'LAMPONTHECONTROLPANELFACE. FM-POODESIGN FM200 PLAN / i \ u� E. ENER012EAVISUALIN�ICATOR. � q TRANSMITASIONALTOVERIZONWIftELESSMONITORP0INT. SCNLE: 1 2 =I -0 FP-t VOLUME:APPRO%.Y,200 CUBIC FEET tl. TRANSMITNSIGNALTOTHE9UILDINOFIREALARMSVSTEM. MINIMUMAGENTFORI.]%CONCENTRATION:I5LB. �u �+ ACTl1ATI0N OF A 2N�DETECTOR.ON A SECONO 20NE.SHALL NOTES: ' e. ILLUMINATE THE'PRE-DISCMAROE'LAMP ON THE CONTROL PANEL FACE. CYLINDER SIZE:130k L ENEROQEAPRE�OISCHA0.0ELAMPONTHECONTROLPANEL. 1Yp'VALVEASSEMBLV L qLLEOUIPMENTNOTSMONMFORCLARITV � g p. STARTTIME-DELAVSEOUENCE(NOTTOEXCEEDfiOSECONDS). LOWPRESSURESENSOR �. SVSTEM ABORT SEOUENCE IS ENABLEDAT THIS TiME. LIOUID LEVEL INDICATOR 2, PROPOSED ROOM SHALL BE 2 HOUR FIRE RATEO.NO SPRINKLERS IN OATA ROOM. AFTERCOMPLETIONOFTMETIMEDELAYSEOIIENCE THEFM]OOCLEANAOENTSNALlD13CNAROEANOTHEFOLLOWINOSHALLOCCUR: BlIR3T01SC I. ILLUMINATE h"SYSTEM FIRED'LAMP ON THE CONTROL PANEL FACE. CLASS C FIRE N �. SHUTDOWNOFALLPOWERTOMIGMVOlTAOEEOLIIPMENT. i'3600EGREENOZZLE Z k. SHUTOOWNOCPOWERTOSHUNTTRIPBREAKER. ' � I. CL03EVENTDAMPERS. ' d m. TRANSMIT A SIONAL TO VERIZON WIRElE35 MONITOR P01NT. � n. ENERGQEAVISUFLINDICATOROUTSIOETHEENCLOSURE. S�MPLEx uOurtOR u00uLE (iROVBIE) 18, TMESVSTEMSHALLBECAPABLEOFBEINOACTUATEOBVMANUALDISCMARGEOEVICELOCATEOATEXITDOOR.OPERATIONOFA SiMP�E% MOeii0eM00mE (eUeu) MANUAIDEVICESHALLDOPLICATETHESE�UENCEDESCRIPTI0NA80VEEXCEPTTHATTHETIMEOELAVANON90flTFUNCTIONS 9E wT0 BUaDiNG / � SHALL BE BYPq3SED.TME MANUAL DISCHAROE STATION SHAIL BE OF TNE ELECTRICAL ACTUATION TVPE AND SHALL BE SUPERVISED fIRE AUf1M iELCO�LnRu BOa AT TNE MAIN CONTROL PANEL. ELECiRiCn� 1). CONTAINERSHALLBESUPER•PRESSl1RREDWITHORYNITR06ENi0ANOPERATINOPRESSOREOF380P51�700f 24.B9NRAT]0 SEMICE POwER k uw uw / w p �rveC UurtS ( SXUNT LflIP IN BV�LDING XWiL LONTROLLER CONNECT NC 1B. ON AMERISMA LBEACTUATEDIBYARES ttA8 EE ECTRICACT AOiORWTHTMECMANICANOVERR�ELOCATEDATAOENT EMEPGEa 9MUTDOwN ELECiRit ROON tEL/CDM ROOu CONT�ci�CRO55 iuPui. CONiAMER. 18. CONTAINERSHALLMAVEAPRES50REOAUOEANDLOWPRE93URESWITCHTOPROVIOEVISUAIANDELECTRICALSLIPERVISIONOF � TEL/COM ROOM d � THECONiAMERPRE33URE.TMELOW-PRESSURESWITCHSMALLBEWIREDTOTHECONTROLPANELTOPROVIDEANAUDIBLEAND w'�W'� [u Yoo COumOL oeuEL VISUAL'TROIIBLE'ALARMS IN iHE EVENT THE CONTAMER PRES6URE OROPS BELOW Y9)PSI(178AR).THE PRESSURE OAUGE SMALL P F F u DiSCruFGE � BE COLOR CODED TO PROVIOE AN EAeY,VISUAL INDICATION Of CONTAMER PRE39LIRE. �Ow �GN wMVERS 20. CONTAINERSHALLHAVEAPRESSU0.ERELIEFPROVISIONTHATAOTOMATICALLVOPERATESBEFORETHEINTERNALPPESSURE OVi510E ROOM EXCEED5150 PSI(61.1 BARJ. �Ow PRESSURE SW�iCH 21. ENaINEERED�ISCHARGE NO2ZLES SHALL BE PROVI�ED WITHIN THE MANUFACTU0.ER'S OUIDELMES TO�ISTRIBUTE TME FM-400 FM t00 SOLENOiD veWE - AGENTTHROUGHOIITTHEENCLOSLIRE. � e eBORi SienOu F'°�Y.µW� R2, OISTRIBOTION PIPINO,FND FITTINO3,BHALL BE INSTALLEO IN ACCORDANCE WITH TME MANUFACTLIRER'S REOUIREMENTS,NFPA 2001 � � ANp APPROVEO PIPINO STAN�ARDS AND GUIDEUNES.ALL OISTRIBIITION PIPINO3HALL BE INSTALLED BV OLIALIFIE�INOIVIDUALS . . L1SIN0ACCEPTEDPRACTICEBANDQUALITVPROCEDURES.ALLPIPINOSMALLBEADEOUATELVSUPPORTEDANDANCHOREOATALL OIRECTIONAL CHANOES ANO NOZZLE LOCATION. 23. 7HE CONTROL PANEL 3HALL BE A PCR RELEASINO PANEL SUPPLIED BV FA�L400 9VSTEM.THE CONT0.0L SVSTEM AND IT$ FIRE ALARM NOTES: COMPONENT6 6HALL BE UL LISTEO FND FM APPROVE�FOR USE AS A LOCAL FIRE ALARM BYSTEM WITH RELEASINOOEVICE BERVICE. 1. INSTALLAS REOUIRED BY FIRE DEPARTMENTAND NATIONAL FIRE CODE, THE CONT0.0L 9V3TEM BNALL PERFORM ALL FUNCTION9 NECE99ARV TOOPERATE THE 9Y8TEM OE7'ECTION,ACTIIATION AND `'� AUXIIIARV KIINCTI0N9. Y. ALL FIRE ALARM EOIIIPMENT,CON�UIT WIRINO SRE9,OIIANTITIEB,TVPES ANG LOCAt10N95HALL BE VERIFIED ANDAPPROVED 8V aEGiSiEaED EUGir�[fa 24. THECONTKOL3Y9TEMSMALLINCWOEBAITEPVStANDBVPOWERT09UPPORT20HOURSINS7ANDBYANDSMINOTESINALARM. LOGALFIREDEPARTMENTPRIORTOINSTALLATION. 25. THEDETECTOR88HAL�BE6PACEDANDINSTALIEDINACCOROANCEW?MTHEMANUFACTURER'BBPECIFICATIONSANOTHE $A�EM 4 MA OUIDELME9 OF NFPA 72. 3. TME MANUAL DISCHAROE PI1lL 9TATION BHALI BE�IFFERENT IN APPEARANCE FROM BLIILDINO FIRE AIARM 3V9TEM.LABEL p7 7 ESSE% STREET � tfi. ALL 8V9TEM WIRIN09HALL BE FURNISHE�AND IN9TALLE�BV THI3 CONTRACTOR, 'PM�400 MANUAL DISCHAROE'. SALEM, MA 01970 21. ALLWIRINOSMALLBEIN9TALLEDINELECTRICALMETALLICTUBINO(EMT),ORCONOUIT,ANDMUSTBEIN9TALLEDANDNEPT 9EPARATE FROM A�L OTHER BUILDINO WIRINO. YB. AFTER THE SY9TEM IN9TALWTION MAB BEEN COMPLETED,THE ENTIRE BVSTEM BHALlBE CNECKED OUT.IN9PECTED AND 4. THE FM-400 HORNI97ROBE UNITS SHFLL BE DIfFERENi COLOR AND DISTMCT SOUND FROM TME BUILDIND FIRE. FUNCTIONA�LV TE87E�BY OUALIFIED,TRAINED PERSONNEL,IN ACCORDANCE WITM TME MANUFACTURER'S RECOMMENOED PROCEDURE9 AND NFPA 9TAN�AROS. 6. FIARM SIONAL DEVICE3.E%TERIOR HOBWSTROBE SMALL BE LNBELED"FM.200 DISCMAROE`. 29. PRIORTOFINALACCEPTANCE,THEINBTALLINOCONTRACTORBHALLPROVIDEOPERATIONALTRAININOTOVERIIONWIRELE98 0. POSTFMQOOSV9TEMSEOUENCEOFOPERATIONSANDOPERATIONAlIN3TRUCTIONSADJACBNTTOFM@OOCONTROLPANEL, PER60NNEL.EACH TRAININO 9ES910N BHALL INCLUOE CONTROL PANEL OPERATION,MANUAL AND ABORT FUNCTIONB,TROUBLE F P.� pROCEtlUNE9,BUPERV180RY PROCEDl1RES,AUXILIAKY FUNCTION9 AND EMEROENCV PpOCE0URE9. 30. ALLTE6TINO6NALLBEINACCOR�ANCEWITHNFPA40tl1,APPENDIXB. 31. THEFM2009VBTEMCOMPONEN78FURNIAHEDANOINBTALLEtlUNDERTNISCONTNACi9HF�LBEWARRANTEDAQAINBTDEFEC731N FM 200 WIRING DIAGRAM 2 GE910N,MA7ERIALB AND WORKMANBNIP FOR TH0 fUIL WAitRANTY PERIOD WNICH 19 9TANDAR�WI7H'fHE MANUFACTUREH,BUT IN NOCASELE657MANONE(1)VEARFROM7HEDATEOFBVSTEMACCEPTANCE. SCALE: Ni5 FP-1 Z PLUMBING NOTES O � F � 1. THISCONTRACTORSHALLFIIRNISHNNDINSTALLALLPLUM61NOEpUIpMENTSHOWNONTHEDRAWINGSANDHEREIN U � SPECIFIED.EpUIPMENT ITEMS NOT SMONM OR CALLEO FOR SUCH AS fITTINGS,VALVES,HANGEFS,ETC.SHALL AL50 BE . _ ; � INSTALLED TO MAKE A GOMPLETE AND WORKABIE PLUMBINO SVSTEM. 2. THEWORKSHALLINCLUDE,BUiNOTNECESSARI�YLIMREDTOTHEPOLLOWING: - � ��p 3. A.NAMETAGS. ' � �md <. THEFOLLOWINGWORKIST09EOONEBVOTHERTRADES: _ - - - � F+ O 83� 0.1. E%CAVATION 8 BACKPILI .._, _ - � --��" �.'•. U 9.3. CONCRETEWORK is'ox' -- -""- <.3. PAINTING � - - - �� 4.5. CUTTNOANDPATCHINO �'I�� -. "'-' ... . . .� . � ._ �. _ . .E X S T R E E T \ � O � 4.8. ELECTRICALWIRINO ��uiF„ E 5 S � � o 5. OBTAIN AND PAV FOR All REOUIRED TEST,PERMITS,INSPECTIONS AND BACK CMARGES. X � � 8. ALLWORKSHOWNONTHEPLANSISINTEN�EOTOBEAPPRO%IMATELYCORRECTTOSCALE,BUTFIGUREDDIMENSIONSAND � �� OETAILED ORAWING$ARE TO 9E FOLLOWED IN EVERV CASE.THE ORAWINGS 3HALL 9E TAKEN IN ASENSE AS DIAGRAMMATIC. � METMO�SOFRUNNINGPIPESARESHOWNBUTITISNOTINTENOEOTOSHOWOFFSETSANDFITTINGS,OREVERVSTRUCTURAL ' , DIFFICULTY THAT MAV BE ENCOUNTERED. Q� � , 7. MATERIAL,INSTALLATIONSANDWORKMANSHIPSHALLBEMFULLACCORDWITHTHEMOSTMODERNPLUMBINGCONSTRUCTION ! p �� REOUIREMENTS.AILMATERIAL55HALL6ENEW,UNLESSNOTEDOTHERWI3E.TMISCONTRACTORSMALLCOMPLYWITHALI � � LOCAL,STATE,BOCA AND NATIONAI CO�ES. � � �= 8. THIS WNTRACTOR SHALL INSPECT THE SITE AN�SHAII INVESTIGATE ALL CON�ITIONS UNOER WHILM HI5 WORK WILL BE , W , �� PERFORMED.FIESHALI.COORDINATEHISWORNSOTMATITDOESNOTINTERFEREWITHTHEWORKOFOTHERTRADESANDTHE W C 7 g GENERAL CONTRACTOR59UILDINO SCHEDULE. ' � � Q 4 A B. THE CONTRACTOR SHALL OUARANTEE HIS WORK FOR A PERIOD OF ONE VEAR PROM THE DATE Of FINAL ACCEPTANCE.IF ANY . � � � ' 'a� �� EFECTSINMATERIAL50RWORNMANSHIPOCCURWITHINTHBPERIOD,THEVSHAILBELORRECTEDATNOAD0ITIONALCOET � a ' '� �� TOTHEOWNER. '" QQQ ' _ 7 � Q . =p }5�� 10. OAS PIPING SMALI 9E SCHEOULE 00 6LACK STEEL PIPE WITH THREAOEO MALLEABLE IRON FITTINOS.ALL�AS PIPING SM/LL 8E - ��(p�� 7�$ PAINTEOYELLOW. ' O � I d�A � ' � i . I �______i � . 11. OAS COCK SMALL 9E WATTS REGULATOR SERIES GBV APPROVEO GAS BALL VALVE. � N � � � � � � 12. EACM ABOVE GROUND PORTION OF THE GAS PIPING SVSTEM UPSTREAM FROM EACH EOUIPMENT SHUTOFF VALVE SMAtL 9E - 1�I i i O � � � ELECTRICALLY CONTINUOUS ANO BONDED TO ANV GROUNOINO ELECTRODES. � q� � � i -- ' 4 � � B 19. FURNISM ANp MSTALL PLL REOUIRED MANGERS,STRUCTURAlSUPPORTS,RIOOINO,SLEEVES,LADOERS,HOIST AND OTHER � I i i �. n REOUIREMENiS FOR THE INSTALLATION OF ALL PLUMBING EOUIPMENT. Z I i i i N 19. FURNISHPN�MSTALINAMETAGONGASPIPING.NAMETAOSHALLBEMETALSTAMPEDWITHWIREATTACHMENTSTATING � O I � � � i � �g � EOUIPMENTSEPVED. . �I � � � � . a � � '_' 15. COOROINATE GAS SERVICE WORK WITH GAS C0. � N � � � � � ' � i i > 6 @ 18. TME EMERGENCY GAS SNUTOFF VAW E SHALL BE NORMALLY CLOSEO(3AS VALVE 120 VOLT,ASCO MODEL 8040,2'. 2 �/ I � � � 2 I - ❑ ,� m s , �IIII�I a 'r i � �� i d� PROPOSED N SL � � /� ROOFR31oCFR) . � ' � /� � � 1Ya 0(IBt CFH�TO = OASPIPINGTORUNJ I . / w � ALONGSI�EOF S - / PROPOSEDGENERATOR . � BUILOING TO ROOF I NEW 1Y�0(J81 CFH)TO , / � � PROPOSED OAS BOOSTER LOCATED ON � � PROPOSEDGASBOOSTER = � STEEIPLATGORMONR00FTOPROVIDE � n 8 GENERATOR ON ROOF � / REOUIFED PRESSUFE OF 1�i1NJC FOR EXISTINOOASTO B � , / I � OENERATOR(SEEP�2) 601LER IN BASEMENT L / \ ii il � ua—we tn�t tY•0(381 CFH)RISER �i F � � � / NEW 1Y�'6A5 PIPINO RUN ALONO - ALONO FACADE OF I I ROOF TO PROPOSED OA3 BOOSTEft � BIIILDINOiOR00F � ,.�� ' a � � � � E%ISTING GAS TO BOILER CTE GFS SERVICE PROPOSED NEW t3AS METER i LOLATEO IN BASEMENT � WINEW1Yi'0(3B1CFH) SETBYOASCO.(381CFH) ________ _.___J ' ' � i EXIS11N0 METER — EXISTINO INCOMINO LOW ' CENERATOR SPECIFICAiION$ E%ISTING INCOMINO \ E%ISTING GA3 METER � F°d�� PRESSURENATURALOAS MAKE, A1TU Energy Onsite LOW PRESSURE \ SEFVICE . MOOEL: 50-GC6NLT1 NATURALGASSERVICE �-NEWOASMETER9ET KW: 30 BY OAS C0.(887 CFM) GAS RISER DIAGRAM �1 Hz: so (9EER19ER�IAORAM) , 2 GAS PRESSURE: 7"-11"W.C. SCALE: Ni5 P-� GAS LOAD: }fi1 CFN /�\ PLUMBING OVERALL PLAN / i \ R[GiSi[R!D [u6M[[8 SCALE: 1/8"�7'-0" P-� SALEM 5 MA Y77 ESSEX STREET SAIEM, MA 01970 REFER TO 'A' DWGS FOR LATEST LAYOUT P-1 o � PACKAGED SIMPLE%f3AS BOOSTEP SYSTEM SPECIFICFTION � ` � CENTRIFU(iAL(iA56005TERSVSTEM 1 ` V^ 1. THE CONTRACTOR SHALL FURNISN AND INSTALL A COMPLETE U.L.LISTED,FACTORY eU1LT,ENCLOSED,PACKAGED,SIMPLEX GAS BOOSTER SVSTEM WITH OPS BACKUP WHICM �I � � � SNALLBECAPABLEOFDELNERINGAVPRIABLEVOLUMEOFNPtURPLGFSTONMAXIMUMOF185CFHWHILEPROVI0INOANELEVPTEDDIFFERENTIAL0A5PRE55UREOFUPT011 ' �` ��5� 9. MESVSTEMSHFLLCONTAINALLTHENECESSARVCOMPONENTSINCWDINGAHERMETICALIVSEALE�GAS8005TERPUMP,F.MAPPROVEDCHECNVALVE5J50lATINGVALVES, r�/� e�dp PRESSURESWITCHES,PRESSURERELIEFVAIVFlRE6ULATOR,ANDCONTROLSRE�UIREDTOPHOVIDEACOMPLETELVAUTOMATICOPEPATMG5V5TEMMFULLFCCORDANCE y� , �p WITM THE LATEST LOCAL UTILITV COMPANV REQUIREMENTS.THE GAS 800STER SMALL BE LLl.LISTE�AND 8E OF THE HERMETICALLV SEALED,SINGLE STA6E,CENTRIFUGAL TVPE �1 WHICMSHALLINCLUDEAMAONETICCOl1PLE0,3800RPMTEFCMOTOR,OPERATINGON115VOlT1PHASEPOWER. ` � 3. THE BOOSTER SVSTEM SHALL 9E LOCATED ON THE ft00F R$NOTED ON THE PLPIJS.TME 11PS SVSTEM SHALL BE LOGITED IN NEMA 3R ENCLOSl1RE IINDER POWER DISTRI9UTION O �� PANEL MOUNTED TO UNISTRUT. U 4. THEPACKAGESIMPLEXGASBOOSTERSYSTEMSMAL�BEEOUIVALENTTOECLIPSECOMPACMODELMD101•UPSWITMN100PY92190P5ANDOl1TD00RENCLOSORE. PIPINGMANIFOlDSANDeYPA55LO0P Q � . 1. THECOMPLETEPACKAGEDGASBOOSTERSVSTEMSHAlL9EPRE-PIPED,ASSEM6LED,PAINTEDANOWIRE�ONASTEE�BASEAN�SHALLINCUlOEFACTORVBNLTPIPINO � � . MANIFOLDSFORTHEINLET,DISCMAROEANDBVPASSLOOPOFTHEBOOSTER.THEMANIFOLDSSMALLBEPROPERLVPRESSURETESTEDANDSHALLINCLUDEALL APPROPRIATELV SIZED SVSTEM COMPONENTS, g � SIMPLE%GAS BOOSTER CONTROL SVSTEM "� 1. THEOA56005TERSV3TEMSHAILINCWDEAMICROPROCESSORBASEDCONTROLSVSTEMWHICNSMALLBEDESIONEDTOAUTOMATICALLYOPERATETHE0A5BOO5TERONACALL +�,�.p TORUNTHENTflTEMERGENCVGENERATOR. � �Fi 2. THECONTRACTORSHALLWIREAPMYSICALDRV-0ONTACTCLOSUREINTERLOCKWITHGENERNTORANDEMEROENCVGASSHUTOFFSWITCMTOPROVIDESTARTISTOPSIGNALSFOR TME GAS BOOSTER. � �e- 3. TNECONTROLSV3TEMSHAIIINCLUDEANENCLOSUREWITHREDUIREOMOTORCONTRACTOR,FU5IBLEDISCONNECTSWITCH,ONlOFFSELECTORSWRCH,INDICATINOUGHTS, �� AIARM BELL WITH SILENCING SWITCM,AND GNS PRESSURE SW ITCHES,UPSIBATTERV BACK-UP POWER MODULE NECESSARV TO RUN THE GAS BOOSTER FOR A MAXIMUM OF] MINUTESONANINTERRUPTIONOFMAINPOWERINORDERTOALLOWTHEGENERATORTOBEGINOPERFTION. O� g R DESIGN COORDINATION FIELDSUPPORTANDOUALITY/SSURANCE �� 1, TOENSUREOESIGNINTEGRITYTXEGASBOOSTERSVSTEMSHALLBECOMPLETELYTESTEDATTHEFACTORVPRIORSHIPMENTTOTHEJOBSREWITMAWRITTENCERTIFICATION 3^ F$$$�� , OFPERFORMhNCE. =a �� 2. THEBOOSTERMANUFACTURERSHALIPROVIOEPlLRE0111REDF1ELD5ERVICEFSSISTNNCEFORINSTALLAT10N5UPERVI510N,E0UIPMENTSTARTUP,ANDONE(1)VEAR WARRANTY SERVICE. �� yc 3 � 0 $ � PRESSURE i� OAUGE II � \ TESTTAP EMEROENCVSHUTOFFVAWE � S ISOLATING NORMALLV CLOSEO(3AS VALVE. BALL VALVE ECLIPSE CHECK � �� yq�yE ASCO MODEL B090,Y',120 VAC GAS —I X ��I � IN V v � � C ixrcnau>r nox ciacui* �) � LOW DISCHAROE 6A3 Z � PRESSURE PRESSURESWITCHAUTO m OAUGE RESET,MODEINo.:OARL � OUNGSGMLAa.a-5 FLEXIBLE J � I � � ISOLATING COUPLWG GA9FIREOEMEROENCV BALL VqWE QENERATOR 3B1 CFH � UNION — GAS ^?^� COCK ZUNION C3A3 �r��.�—r�l OUT ISOLATINO LOCK UP 8"DRIP S � BN�LVALVE RE6UlATOR LEO � i SEND SIONAL TO OPERATE BOOSTERFOR�ENERATOR �aW„�� RIINNINO p' GAS BOOSTER PIPING DIAGRAM � �°� � scn�e NTs P-� L` - RLCi9EHE0 [NOiNf[R SALEM 5 MA Y17 ESSE% STREET SALEM, IAA 01970 P-2 MECHANICAL NOTES z O � OESIGN CRITERW � � SUNUER: OU151DE TEMPERATURE: 88 iD8 )afi FNB � CONDENSING ' INSIDE TENPERRTURE: )8 PoB 501{ RM � � UNIT$ MOUNTED wiNTER: OUlSiOE IEMPERANRE: 9 iD8 = � ON SLEEPERS �NSUlATE SUCnON UNE INSIOE tEMPEAATURE: 65 fDB ;' LOCATION roR W/INSULATION ![ PAINT � �� 1. 111E CONTRACTOR SMnLL PERFORM TXE wORK IN aCCORDnNCE �� WI7X LV' INN191TOR PAINT µ � WITX TNE CURRENi qSMRAE RND INDUSTRIl�I STPNpPR05. i/� q�� REFRiGERnNT PiPINC & ELECT. e 2, ALt IIVAC WORN $XRLL COHPIY WITII AlL RPPLIGBLE STAIE RNO v, &g� A CONDUIiS INSTQL PER IMNUF. LOCAI BUILDING COOES nND iEOEML COOES MnVING JURISOICOON � JI RECOM4ENDATIONS O �� 1 r_� OVER TME GONSTRUCnON. �3_ V 3. CONTRACTOR SMnLL E%RMME lME PROJEM SrtE nND DISCU55 U INSTFLL 110U10 LINE 40�S7URE GENEHAL REOUIREIIENTS OF BUILDING M1D wORK PERfORMnNCE NBRATION PM$ �NDI�pTOR $IGNT CU55 WIM TXE PROJECT MnNnGER. CONTRnCTOR SHnLI COORO�NATE � �� MIS WORK WITH TNE WORK OF OTMERS ON n1E VROJECi. O � PROPOSED AIR CONTRACTOR SMALL CONflRM E%ISTNG CONDITONS nN0 PROVIDE � , PROPOSEO P.T. MANOLER UNIT AlL UBOR PND YniERInLS TO MatE n wORItnBLE rWD USnBIE {� w00D SLEEPERS �N EOUIPAIENT MTEw� o�y ROOM (M. OF . a. CONTRnCTOR i5 TO REPORT t0 CONSTRUCTION MnNnGER nNY s ' 2) OBSERVATONS OR CONDITIONS WMICM ME UISCOVERED M iME BU40iNG VMICH WOULD PREVENt iHE FULLEST USE OF ME MVnC mtfu, � i � CONDENSING UNIT �1 � � � � 5. CONTRACTOR SHRIL MRrWGE M10 PNY FOR ALL fEES, PERMIiS. $CALE: N.T.S. N-1 �i- ' �� NSPECTONS CONCERNiNC iHE WONN. � �� '� i m'm '� i 6. A MaNifNnNtE LNBEL MUST BE KFlItED TO MECIUNICAL ^> i� --�--- EOUIPNENi. TWO COPIES OF A MNNTENPNCE MANUN. FOR TNE P EOUIPUENT ITEMS SMN.I BE PROVIDEO TO TME OwNER BY iME � �� e CONiROCTOR. C� g . ]. CONOENSRTE ORNNS i0 BE COPPER TUBINQ ORAINS SMALL BE O� A INO�RECT. DRaNS SMnLL BE SUPP4E0 PND �NSTAlLEO Br THE N� �� CONTRRCTpR.�ORNNS SHPLL NOi BE RUN ABWE ELECTRICAL OR �� yo ELECMONIC EOUIPUENT. DRaNS SNnIL BE INSUUTED wITM 1 I' rn K / � FlBERGU55. �� xo �� 8. All OUCiWORK SwV.L BE CONSTRUCTED PER SMnCNn STMI�nR05. 9. TME CONTMCiOR SMnIL BE RES�'ONSIBIE FOR TNE ACpUiSmON ��y uJ� PAYNENT OF N,L PERYITS nND INSPECt10NS REOUIREO AND � pEUtED FEES i0R TMIS INSinLUT10N. All WORN SIULL COMPLY e WIR1 MP4CPBLE STPTE PNO LOCAI COOES. � 10, nLL CONNECTIONS BEiwEEN n.C. UNITS/fRNS uJD DUCiWORK � SMRLL NRVE FlREPROOF, NFAW DUIY RE%-CONNECnONS (LOCRL JURISOICTION nPPROVED) WITM 3" MIN. CIFFRnNCE. ISOUTE nLL NO2WLLv ttOYD COHleti 120VAC CONTROI H.V.A.C. UNIT$/FqNS ANO EOUIPMENT FRON STRUCiURE WIM (NC)of S�GtE OETECiON. REUY IN METAL nPGROVE� ISOUTON YOUNTS. g F F F F F ENCLOSURE wITH i � 8 8 a 8 (2) DPDT CONTaCT 11. nLl wEATNEB E%POSEO E�UIPMENT, UUCTS, ETC., SHPLL BE � rtqnrvu cOMPIETELY WFATHERPROOFEO. 4f g C 4 R q R pqx�R m.p) RATED tOA, lYOVAC J - SEE NOTE 4 � � � qg � R � lI.nll SUPPLY nN0 REiURN OUCiS SMnLL BE LINE� WIT1 1', � PROPOSED t-1/2/ OENSIIV fIBERGVSS wIM VINYL FACE TO nIR STREnu. qE�EqsE nCmG*NEAuosiei CONDENSER SE�L ALL RnW EOGES. INCRFASE DUCT SIZES i0 PROVIOE p SE*ro ttosE�BOVE evv - UNT ON ROOi SPECIFlED FREE PREA. � � sEE NOrt ] � (M. OF 2) � Lv ��,�p�� U. EER RATINC Of EACM MVAC UNIT SWLL COMPLY WIM $iRiE y � � � CLOSED � �iqa�ER REOUWEMENTS. �O" MC/CLu�C nYEF CONLKT I�. INSTRLL CONOENSAiE ORNN LINES RWRY FROM RLL ELECiRICAL, _ xt)or ixaic xur�r� ucru p�crort, h�� RnD10. nND iELEPMONE EOUIPMENi. t ENLLOSYRE WIM] OPOi SLRIV IiK) � � � Y Conr�[rs rt�rto tu. W CU tg, pLl M,V,A,G EOUIPNENT SnnLl BE SEISMICALLY BRACEO PER t I' ��w'� - �E �� /� iu�00M�i 1 Z LOtf�l REOUIREMENiS. d 15 � � �q 2e � 16. GROVIDE FUIL OPERaiING CIwRGE OF R-77 FE�RIpERRNi COR AC � � � a � ��C1Ni0�oER � Mt00 1]OVAC SYSiEMS. U � � � � � � '4 Q� N�Sp tlqCW! � i �i 1), CONOENSEH NR INiRNE RND E%MRUST DUCiWORK M1D LOUVER = EKwuS!ru, ��P�� ' PLENUM SMRII BE MSULltEO WITH I', 3 lB DENSItt FIBERClA55 40roR(R-q M SFE xOrt � S�w�iCNPOLE __________'_____L__' _"___"""_______'� WITM i01L FACING. S • � n a a _______ _______________! ERwusr ow�n PROPOSEO CON�ENSER� W � `��ya� � ��T� � LINE$ TO AIR W1NOlER 10.PRONDE INTERCONNECiING REFRIGERnNT PIPINC BfTVEEN � ay�.`e j� UNIT$ EVMORATOR aN0 CONDENSING UNIi. PIPING TO BE S12ED PEk e � - - - Nores: MECHANICAL PLAN �� NSUUTION FOR ALL NE�RIGEA�WIiSPIPN0010E I/1" MMOF�E% 1. MINIMUM WIRE SIZE N�� A'NG INSTALL pRCUIT$ IN WIREWAY AND 3/4 EMT. SCALE: 1 2 =1 -0 M-1 �g, �� HypC EOUIPMENT SMnLL BE INSTALLED PER NnNUGACiURERS Y. INSTALL $EPARAiE CROUND WIRE WITH EACH 120V AC CIRCUIT, � GRAPHIC SCALE RECOMUENDaT10N5. v C,S, o i � . e rccr ANIEL R Gf }, PROVIDE A REVERSE ACTINC THERMOSTAT, AQIUSTABLE FROM 70'F TO ixo•a, Hcnw oun, HVAC EQUIPMENT SCHEDULE � '�M� �' SINGLE POIE, SINCLE THROW CONiACT, ClOSE ON RISE, RATED FOR 1/25 MP 6 I20VAC. ON O CIV A RISE IN TEAIPERATURE ABOVE TME SET POINT THE E%MAUST FAN SHALL RUN AND THE MOTORIZED AIR INTAKE DAMPER $HALL $PRINC OPEN WNEN THE SPACE TEMPERATURE DROP$ YORK MODEIq: FtFP060 p.4 7' O BELOW A PRESET TEMPERATURE. THE E%MAUST FAN SHALL BE $MU7 OFG AND THE AIR qM� COOIINC: 60,000 BN/MR INTAKE DAMPER (NORMALLY'CLOSEO) SHALL BE MOTOR CLOSED), e VOLTACE: P}OV/10/60HZ .Q � �Q' �� NOMINAL TON5:5 � Fr'�STE�' 4. PROVIDE MVAC INTERLOCK RELAY AND FAN CONTROL RELAY EACM C1A55 8501, iYPE "C" 120 ACCESSORIES: $UPPLY AND RETURN PIENUM. VOlTS AC OPERAiED COII MODEI NC016, DPDT CONTACT ARRANCEMENT Y (N.O.) AND 2 NO HEAT POWER KIT, ,pPK06700706 , (N.C.) 10A CONTACT RATINC IN NEMA TVPE 1 SHEET STEEL ENCLOSURE A$ MANUFACTURED YORK MODELq: H1DB060 S� M S AIA 9Y SOUARE D OR nPPFOVEO EOUAI. Y17 ESSEx SiREET �� COOLINC: 80,000 BTU/HR SA�EM, Mn 07970 B. PROVIDE RECVCLING DIGITAL TIMER REIAY (RT) MODEL N�68, OPDT CONTatT 120VAC � Z VOLTAGE: 270V/10/60N2 OPERATEO C04, $OLID STATE MIGH ACCURACY, SHALL BE UL, RECOGNI2ED AND CS4/NRTL NOMINAL TONS;S CERTIFIED AS MANUFACTUREO BY TNE TIME MARK CORPORATION OR APPROVED EOUAL. TNE ENVIRONMENTAL CONTROL GENERAL NOTES ACCESSORIES: $UPPLY AND RETURN PLENUM. � E%NAUST FAN AND OAMPER SXALI CYCLE ON AUTOMA7IC RECYCLINC 71MER (RT) TO RUN FOR NO NEAT POWER KIT, dPK06700106 4 MINUTES EVERY HAIF MOUR TO EXHAUST MYDROCEN VAPOR EMITTED BY STORACE SGACE-ENVIRONIAENTAL CONTROL SEOUENCE FILTERS: "FARR" S�IE:37"v21"�1" TYPE: 70/30 �.� BAttERIES. SITE TEMPERATURE CON7ROL IS TO BE PROVIDED BY AIR CONOITIONING UNIT(5) CONDENSA/E PUMP: MCMA57ER-CARR TEL:404-348-7000 /� . EOUIPPED WITN / OR P-STACE. COOL/WARM WALL THERMOSTAT PROVIDEO BY p9989Kfl VOLTACE: 230V/70/BOHI HVAC DIAGRAM / t � CONTRACTOR. SVSiEM IS TO OPERAiE 20 MOURS A DAY, 7 DAYS A wEEK, 36B SCALE'. N.T,S. �-I DAYS A YEAR AND $MALL MNNTAIN SPACE m 78 DEQ F, (+/- P DEC.). CONTROI PANEL: ��COMSiAT" LEAD-LAG CONTROL UNIT TXERMOSTATS SHALL BE LOCATED FIVE FEET (9'-0") ABOVE THE FINISXED FLOOR CONDENSATION PAN: BEST BUY MEATING AND AIR CONOITIONINC OR AT THE S4ME HEIGMT OF ANV AOJACENT ELECTRICAL SWITCMES. 28"MP6" CONOENSATION PAN, CO�EN ORNP]8%Y8. GENERATOR SPECIFICATIONS PANEL NAME: INTERGRATED LOAD CENTER ASSEMBLY A88REVIATIONS GENERAL NOTES Q N • ��-•-� u. a im/xwv, toa uawnxc: werecc n_c�m��.�. � � ME EnGiNE LENERRtd! SN�LL BE OF ME SauE nCCE55IXtIES: MWU1'KIYRER: CENER�L GOMEA MIEY �8 �yOPEq�x1Ex�u WpUwD BM .` WPLIiY PS iME GENENFC]&W QNERAiqt L qLL CONDULTORS SNALL BE COPPER. -�COUSTC�L ENttOSIIRE �4• �yFpKµ y�pE GWCE " 3 � N1M CRITC�L E%NAUSL yLEnCEF 0. ALL MRINC�ENCES�n0 EWIPMEni$XµL BE SPECIRC�TON GRApE AND UL LISlEO. _ -RE%IBLE E%M��SI CONNECttIR, SLIJNLE55 SIEEL CNiBRItH P LMO OESCNIP11pN BMNCN pft BWJICN CKf I(V1 LMD OESCPiPTOH P BPNfl CN �y g/�q�COPVW WINE Q -BIOCN XEP2R W M MERMOSlqi Ne. GS � � J, ME INSiALNPON OF ALL MPIERUlS SXRLL COMPLY MTI ME NPOIXi1L ELECiRIt CODE. � y� 1 30 i UGMR t1�1. �/ih. ]/�Y 3/R. 1/IIC. J/�b Gi� RECEM/LLE I IO t 83 ��SLOx MRu 20��EOiTOu OR Ln1E5i. � -T�IL PIPE �ND RpIN CRP Nli � d�� 4ENERnlOR SNeLlBE n 30 eKw/60 Ne/SinNDBY -BnilERr S 30 � HECEMiLlES t/�]. �/�tG, 3/�Y t/R. 1/IIC, J/�'C ��E ttOLx � 1 t0 • CiGBE �M ��UND BM ENIEN1ML � p��yq�RinLS SHALL BE NEw. //� pp`� ]OB-60JV ENCLOYO UNI� -BNLIERY RRCK AND CABLE$ -B�iIERY pIRRLEP.EWALIEE/FLO�t-tWE ! B � �� v' -OIL DRMN Rli 8p Y N1V-1. S tON Q/8. 1/EG. ]/f< t/6, 1/EG, ]/�T INU4. S i0H 3 EO 5. WREIS ANO JIINCTON BO%ES SXALL BE DNC-CON1E0 W CA�41UM PLFIE�SXEEi S1EEl 1 �� OVEqqLL 4ff-L.w.H, QxJ ]0 v Sa v 30 i/a -i50A SA�EG�nFO BREPKER > 8 Eb EIECifiGL uflKLR N&NG BOxES NOi LE55 MnH FWR MCMES SOUnRE eH0 A➢ieBlE FOR T�E ME OG YRNLE O Q;� OViLEi. qLL OUREi ANO JUNC110N BOME$$MALI BE YCURELY A1RfACE MOUNR�. Y 10 C[N GEN[M10P � - wEWNi(ReOiaiq!uODEL), v.El lB.: i!50�85. +/- -COuuOn FULURE REL�x[rt 8 ,�p p CV-t 3�10. �P�. ]/CC �/�0, t/�OG. J/�t CU4 2 .b B. ME ENL�NE MiEM SMnll BE 5040V CPOUnOE�ULUG COUPNE540N-1vPE<IX�DUrt -NBF�IICN ISOL�TON KIT 5 �� 1] GGS ��PoS�MRUXG MiEY FlTTNGS ON CONOWS�NO PROPERLY BONOEO GROUND CONOUCIORS.CRIMP-TWE �NO �] 1♦ CR CRGNM SEi SCREw-ME CONOuIT Ri11NG5�RE NOL�ILONEO. ALL RECEPi1CLE5�ND EWIPNEni � n�N I I 1 t • 3 8, � 6G. ] aY - SIIMGE IAHESiOM t 60 pRNiiS SN�LL Bf CROUeOED U4NG�NLL-SEE EW�OUEN2 GFWxDiNG COUDUttOH 1S .)(1 } REC E / 1/0. /OQ d/Y / / / �g pq IMERqR GiWNp RIXG(MKO) FUN MM ME NRREN�CONOUCLORS � LOCAL NEl GAS ANO PW4BINL LWE I.PPUES t0 ME CENER�iDR �Np Ifl COMPONENR. p �g µ�9 L011FN IMCNN�COPCfli WIWND 8M l. ALL W0.L PENEiRAl1pN5 PoR iElCO.POKEfl, �NO GRWNDINC SN�0.REOUIRE RIGD S1EEl O C XI ] 0.ECOi1EN/t 1/10. 1/IOG, S/t�G t1�0. 1/IOG. )pY - MECni�ER p t ]0 SLEEYES. � ip 10 ��GB ��hR i3041ED GpUxD 8Ut p� ]2 pp5 PERSObLL CWMUNIGIqN MiEu B. ALL 5'MTCNES SN1lL BE a0 INCMES 6i'.E � 23 d0 t RECnl2N p ti10. 1/IOC. 3/YC 3/10. 1/IOG.JHT - NECii�ER IS 3 ]0 �� PPC PVKR vP01ECnON GBixE! 9. 0.L RECEPieCLES SeeLl BE iB MCnES e.F.1. ]] t0 1 GEN. B�iL CXYREN t/It. 1/BG, 1'C LGO/VG CONIROLLfR 1 ]0 16 ORC GMIIWtV pIy10 'VBME! 10. �ll 1-SiAiS SX�Lt BE 60 iNMES AF.I. 2) t0 1 CEN. BLOLK XGIER t�10. 1/EC. IY 3/I3. 1/IIC. J/�'C M'lit MNIROL P�NEI 1 ]0 3B NGS MGIO fXV/JP2E0 SREL r�PiE m�v� �� ]Y 10 SGME t/q. 1/IIC.J/�'C SO�qE i ]0 JO F1W �E'�'�� n. BOiiOu Oi'C�BLE 1Ner SM0.1.BE ]'-6'e.F.P. �� )1 ]0 1 M-300 p/1], 1/IN., IT 3/R. 1/IpC. J/�Y V-�. ] 1 t0 JI fl0 IYPIGI �1 pqBl£ R,FY ANCNORS SHPLt BE MOUNlEO i0 SiRIICNRFL CENN4 sa ]] t/13, 1/itG, J/�Y �ELCO REttVi�,CLE 30 S� WiGO IIPPfR N1IENIM COPPER CHOUND 6N � 1BD MEuOiE PoMER G&NEl tB0 gp�qE 30 J6 �]. AviEv�iNAL LE4ELiuG OF C�BLE rt+ev,CUi te�RE/.OEO RQpS i/3'BELOw NUi euD C�P O�F, �� S) 10 SGMC $ONE IO JB A11RY �No ocuai� C d � ]8 30 � 1 1 ]/II. 1/IIG, IY SPME 30 �0 1{ LLL ALAPM N1RE5 SM�LL BE RUN FROM EAM CF iXE CO4PONEN3 iERMINAL SlqiP. LE�VE O O �ODIPONRt,ALAPM N1RE COILED MM SUFFlCIENi LENGM i0 RE�CM ME RODF. VJ` �� ]0 ]/i]. �/�3G. iY SOME 30 �2 T!C � 15. PLL<LARM M1RE5$MFLL 8E iFGGEO RNO LABELED V.11N 1ME �PPROOPIAiE /.LAPM ILEN, � < �LL CONTACi0R5 MLL BE NORM0.tY CLOSEO,�RY, qND 150.AiEp GROM Gq0UN0,U.O.N. �q �}i ffi. nLL PLnRu vnRiNG SNeLL BE�/2'G. ] /3].UelE55 OMERvnSE MOlEO. Z� ��Z V. ELECiRiCI.L CONLReCiOH M<�RFv POv.£N PEEO OF LESSEE'S MOD CELL EWIGMENC Q � 1B. FLL ENCLOSURES TO BE NEMI. � z �9. INIERGReiEO LORD CENIER ASSEMBLT PNO 1HE GENERAtIXt SUPPLIED 9Y LE55EE. � C 4 � g � $ � � gaacaa NEMA I ENCLOSURE W�TH ��1 w �t ouitt K £ '4 4 £ l HINCED COVER B IATCH. NOTES: �«�pE LABEL�AtARM TERMINAI CABIN�--- 1 --, �, TERMINATIONS: TERMINATION$ TO THE ALARM STRIP a � � WIIL HAVE CRIMP ON BLOCK SPADE. I '� 3"� 2. �y�; AL� AlARMS WILL BE LABELEO WITH WMITE �G-G �� p � a � � � tAMINATEO TAPE LABELS AT T11E ALARM BLOCK. COYYfRCNI POMEfl fNWNE i0 VEMiON�W.O J a � Z }. q�L ALARMS WILI BE BROUCHT TO TNE TE�CO � �"D a�� Q � � 000n mmusian i BOARD AND CONNECTED TO THE TERMINAL SiRIP. V � f p5 rccrr aM 9*c g a. TERMINAL STRIP WILI BE LOCATED INSIDE A W p � � � � a 9Y WIM MO HOFFMAN BO% MOUNTED TO THE TELCO BOARD, p��S�H�g � � & B GENEPAtOP fNW0.E g (IEIC% W fil IP y 5. WE A MINIMUM 18AWC WIRE TO BRING ALARMS TO � `6' Ef GExER/�iqi LO'M NEL yp, � THE ALARM BOARD. 1"RIGiO CM1WIi i0 „ p)p/0. (1)/3G. POWEP CSC V91NEi • vl q n IH ] I/�Y �0�KMiON 11?�� cENEa�ton nurvnirvG u � 8. AIARM CONTACTS ME NORMALLY CLOSED. OPENING EOVivuErtt SNEL*En. � �p p e $ u OF CONTACTS INDICATES AN AtARM CONDITION. coowoiwrc x�n�c.�. � a ��o�A XWX ICYP u, H B � tOW IdP � � ��• �N I�• 1'PIGIO GROUND CONOUIt .IS ]�POLC CIPCUI� BR(NfCN }Q ENISIINC WM CNOUNO ^ y CWCUIi �4 �y��y� y�pY GENEMIED Bv: u1D MEtER COu&tu110N BM N[M EYERCCNtv SWItE/f�R[ � IERutxLLS ]0!`PoL15, t• C� TwEL ix B�SEUEx! M'.�C�� IJLURF � 1-'! COYYEHCW.�OWCN FNLURE LR�NSFEN SWIICM � C 16 �-. oaan wrnus�a� ErtM[M OOM cx�snNc � I o ANIEL P. yGJ, ' 31 (0)p/0. (II/=G. t 1/3t iELCO MV�C-I FNWM �_g IECw Ox LiE SUCI�[N DE�uRt D'4--�cxou.o ro c.�sn�c � M�� ` �.� . 1/J,W(J�D 0[14VN 1YIN CROYND BIA O n � )-! CM[MION INWRf G[NEMTOfi WSCOHNfCi/f�B9xG YElER Pp fpq CpHNFCtIIXI i0 RPE NFIA EMERGENCY C�V� ([MISTNG 5[RNCC IS 1pM. EXISIING i1RE IURY OENCES. COOPDIIUfE pµ«IN MSCYCNT �O.4 7 � L__1___J G-i0 G[NFNROfi tM NEL CMEPAiON Zpey, �pwgE. �MVRE) ytqy iNrtNTON MIRING MEWIRENENi$ iN FlEIA 11-13 GEHEMION PYNNIXG GCN[PALOP N CiqWrt (�(� e. 1]-1� MIGM iEYP CUIMLE CONLRM �r`CISTE�O � IS-IE {AW tEYP CLIIMiE CONLROL NOTE: � UII��N �•c INSTALLAIARMTERMINALINSIDE18X18 ��-�e S40NE/(�NE @M[q540tlF0ERCtOR ��o,�i��zG, � i�7y vRPnO[LCw�C[ix $A M S MA - HOFFMANBOXTELCOBACKBOARDWITH ia-�o Nvec-� ruwa[ K+.c .c<onawcew�*Ncoo[ro �°["r M� 2t7 ESSEX STREEi 2 1'KNOCK OUTS pi_ �,¢_J ruwu[ m� . �Hoiutt nns is�5emnt[ SALEM, MA 01970 ( � 2� 015COMNECl / M / CONOWf RpUIfG iNR0UG11 EMSiiNG SfuRxfLL CWSE 5141W 10 F[ISiWG NOOf C [ p�[�WpRCN[Ni5 WRM UIR1iY COYPNlY ALARM DETAIL � �� POWER & TELEPHONE E�1 scA�c: NTs e-, ON$�OGLHD RISER DIAGRAM � SCALE'. 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BONDED CAT. NO. 3061-4 OR EOUnL IA� �� USED WITN p A/0 OR p2 AWG BCW TO GROUND wIRE ALONC }- 5/8' �OCNWASMERS OR EOWL �C � TO BLOC OR�GkOUND R'iNG CNBLE TRAY TO CICBE/MIGB 4- WALL MOUNTING BRACKET, NEwTON INSTRUMENT C0. �"»� �$� NOiES; AS SHOWN. NOTES: � �nT NO. A-8056 OR EOUAL =p �ft� 1. CONTRACTOR TO UTILIZE KOPR-SHIELD 1. DO NOT INSTALL CABLE CROUND KIT AT A BEND 5- 5/8-11 X 1' H.H.C.S.BOLTS (THOMAS @ 8ETT5) ON ALL WG CONNECTIONS. ANO AIWAY$ DIRECT GROUND WIRE OOWN TO CIGBE. � � 2. ALL CROUND BARS SHALL BE GALVANRED WIiH 2. ALL CROUNO BAR$ SHnll BE GAWPNIjED W�TH �5' � ANTI-TMEFT HAROwnRE. ANTI-TMEFT MMDwARE. 1. ALL BOLTS, NUTS. WASHERS AND �OCN WASHERS '9' SHALL BE 18-B STAIN�ESS STEEI. � GROUNDING - STANDARD GROUNDING - STANDARD 2. ALL GROUNO 8AR5 $HALL BE CALVANIZED WITH DETAIL INSTALLATION OF DETAILCONNECTION OF aNTI-THEFT w1RDWARE. GROUNDWIRE TO GROUND WIRES TO GROUNDING - STANDARD � � � � � � GROUND BAR �� GROUNDING BAR (CIGBE) �1 DETAIL GROUND BAR �1 � a tt a � a SCALE: N,T.S. E-1 SCALE: N.T.S. E-3 SCALE: N.T.S. E-3 � � � � � � � � � � /8 INSUUTED GREEN . a � � � � � STRnNDED CONDUCTOR � a � � � � � � � REAIOVE ALL PNNT qNp MP�Y AND nNil-OXIDANT � � a� � = � ��C' G� �ffi ^- � � Z-Z MOLE COMPRESSION LUCS � � ., , n . � � �y � a ANIEL P. G�, � MP � � CIV i o.4 7c0 DOOa ' . �'ELYSTERE� �� BRaDEU ROPE UY SA M 5 MA . 177 ESSEx STREET SALEM, AW 0�970 GROUNDING - DOOR � � SCALE: 1'.=t._0.' F_7 E-3 O � U � .; � _�� y ��' Z �g� /e �rnuwrco V $;� GREEN STRANDED CAB�E TRAY PARTS — BOM � H�� CONOUCTOR � 3 HOLE COMPRESS�ON (MNNTAIN 8' E ' COUPRE540N LUGS � _ BEnD Ra0N5) DESCRIPTION Q . l8 INSUUTED WCS W CREEN STWwDEO CENTRnL 57EEL �00�72'� �Z' MnOE UBIE RKN � o CONDUL70R � /6 �NSUlATEO GREEN O /6 iNSUUTED CENTRAL S7EEL 10018ZY 18' wIDE CABLE RnCK STRnNDED CONDUCTOR CREEN STRnNDED CENTRAL S7EEl HB12 1uNCdNG BRnCKET 1W.0 CROUNO S/B' SPPoNC NUT �Ius'N B' BEND �ENTRAL $TEEI SC-17 STRAtGNT CUMP �� CENTRAt S7EEl CC12 CORNER CLANP �� C04PRESS�ON �ENTRILL STEEL HN1�8 S/8-11 HEX NUT �m C-CRIYP CENTRAL STEEI Lw138 9y' SPRINC LOCKwnSMER �� O CENTRAL STEEL FW�68 9b' FUi WASNER O� � Z Hp� LENTRAL STEEL MN1�6 ��-11 HE% NUT y VY �� CENTRAL STEEI CONPRESS�ON � �c 12'/IB' wIDE WCS CENTRnL STEEL LW156 �' SPRING LOCKwASNER 'g �qag� �� K CENTRAI. STEEL MSt 12" TMREAOEO R00 So �� - PSNS$ �� $PRINC NUT, 5/8-11 ��i CABLE RACK GROUNDING - CABLE RACK GROUNDING - CABLE RACK GROUNDING - ceNTnn� srEe� cr,�s �Y' vnDE END 7UBE � SPLICE � CORNER � END �}� UST�I-W-ZY UNISTRUT � SCALE: N.T.S. E-1 SCALE N.T,S. E-a SCHLE�. N.T.S. E-4 � � � � � � � � gaaaea JF � � � � � � W CENIRAL STEEL CENTRAL STEEL CENTRAL STEEL � � �12 CORNER C8177 CONNECTOR CC1Y CORNER � 'a CUwP BOLT ClAA1P /6.1 f/a' WW. SCREw = � �Y � � UST��-OU-ZY � (� NINJ INTO CE�UNG JO�ST p � UNISiRUT . LOU710N5 018� O.C. _ � � � � O { g q 2 O CENTRAL STEEI , �:..: ,:_:; � �a C S Lw1S6 SPRINC I � � � 8 � � LOCKWRSMER p� iE CENtRAL STEEL . �� 2'/�B' wiDE J • ^ ^ ^ GBIE fULK O - - m K' ='7�a'� O� I CENTRAL STEEL = _ V a 8��j� CENiRN. STEEL LOCNWASNER C - — t�Z/18 WIDEL ET112 11' WIOE — CABLE RNCK END TUBE CENTRAI STEEL — — XNI{8 HE% NUT = _ �',y — — o ANIEL P. GJ, - CENTRpI STEEL CENTRAL STEEL � Mf � HNI{6 ME% NUT � TNREADED ROD = _ Q CI — — �0.4 7 0 O CENTRpL STEEL _ _ ,,c M817 HANGINC �FC/$iEtt`'� �c,�,� BRACKET CENTRnL STEEL Sn M 5 Ea LWt58 SPRING 217 ESSE% STREET �pCKWASNER Sp�EM, Mp 01970 CENTRnL STEEL IINI{8 XE% NUT CABLE RACK DETAIL- END � CABLE RACK DETAIL- CORNER � CABLE RACK DETAIL - HANGER e E � SCALE: N.T,S. E-� SCALE: N.T.S. E-a SCnLE: N.T.S. E-1 _ o � � � U 3 � � <- � �� o�� Z �� lineColorCode sand rx/nx ColorPairs seccor �ableLength(FT) HybridCableonRooftopsandWatertanks � �;� BR 850 ixOrAO BWe+Ped � � sv aso T•+�+ ��Y� Hybrid Cable 1 � xno� iaeorneo�o�cao� sev � mry � -- O � B4 190�CDMA TxORdO 7o0Alpha O O� }� �� ..� u. BYre�Green u 860 190DCDMA T•�� A&Etoestimate �'� g gp 7pp Txvmao cable len hs based BBP �pp � w p� on draw�ngs.CM's aws apna o O i t � Tx1fRa1 I '. 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