The URL can be used to link to this page

217 ESSEX STREET - BUILDING JACKET 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$YRVEYWV Q 'y .-ON, � \ 5CL45E lUD SO IR.'NLL%WHMRV SUNNEV wT XMEPEREORNED. LEGEND E. wM Ry, PROPERLY UK-51162CT PARCEL - F ' \ .-ONE 5c0'ENSUES UW \ J °]• — PRDPERT uxf -MUTTERS. 20NMG BWWYRY.YNE PRJvpSED NNIp,NM RD 4,7,Cl g1RCOf(,OLK CE 6) o ° zoNnxa WoRManoN sally; JUREEDICTON CITY OF SKEM.W ZGWL 05TW TETI R5(CENTAL DF,EL NDNTI 3N]ESSEWS S,XEET Y E.�.. LCNENTS: RE RED IE,) PROPS(R) YLEY. 019)0 ErD¢X: x/A utWK x/A 3O �f;--� ,6•Cx: x/, ]JIK N O. N/A N/ADIUS PUIN °'"`"NET` COVERME: x/A1.-N� mREMEMS ME IN M.S NMIESS OR6RO4E NOTED) i E Z E T A 5 1 R O V E % F d ___ "____"___"___ Mx :dP F u ` UIT@Q a o Q y$ LL p9g o EE LEGO 1 2 VRWOSEO"CONTOUR CO 1 1 m ©oO FROM fMIWGED 1 p ARG OSEO EGUI 1 IT, O IM N 1 1 nyvG 'd 1 I 1 S i 1 c HIE u 1 I 1 u I 1 1 � 1 � 1 1 I 1 SE 1 I 1 Rcv eRavoSED WITTE RL I 1 CATTLE RUMTARGROTTIE L 6 CONOU TKGK RN LONDEIEE r F R UtWM1ED RVN I I Z W P _______/ GET y --------------- EXISTING EXISTING t THICK OUTER GEARING WATTS(1VPJ i_M d AWIEL P. 5 M'I yo IV s •_ ) `EXIGNNG RUDE EXERHANG(TSP) EXISTING ACCESS OWR(GROUND LEVEL) SLLEY y9 W tMl ESY SiREEi SKEY.W 019]0 EXISTING GAS METER MER . NNPoTEO G.�S AME]@(OMOID IEVEl) TT-� VRCPoSEU VLMS R5fR yppIE1 d,I yF 9VI5gE MD WRDE D.E..B4AOwG(Av11E0 O tOA WSN) 03 x BASEMENT PLAN 1.� SGnLE.3 M5 °�T °s`" = vr K�7 Z R E E T O % E S S E X 5 U U _ z Igo W \Ek15rE VG U < EEE CE%ISiING O ® LowfR Noor-� LL o NKVOSEO(R) WENIMA5 A7"' PROPOSED r') MR. ED UNC1CR ".SECTOR N (P.WTi0 W1CNPENIXO . VSE) AI N i LB "IS 2 w ING o a ss OpOfl _1 O PEMHplS _ 0 O,aC$1 N Efl00E AECENns INO ANTENNAS Ell- ® Q qF o u 6 wowsEO lERixwL I - .- g O 1 to wrcxr PWifO % LI e(I)IIeLA BOX z t E%IsrlxG NIAGI LME PRKOSFD OPS MTFMW ® 6 P XISTX � 5 X LIH ' 4� o C fF mro05E0 GeIF RUN r a ® F a R g10w FVSTxL GWF WS ® LC PRCPoSEO CABLE FOX,(m. / ❑ L __ ppCPo$(pµATONUBLf RUN /// i 6 E%ISM1NG PRggSmµA[11•.4 EXISTING y J6 CUPP CONDENSER UIUIY RVN / CHIuxEv ® PRCNS[p EWPYENr RJOY a Q �W BRCYE.1(KPR FE LOGEADR) `+ ' GMIRRORED ENIGRAFORYgMRDM EXISTING 1]"IxICIOUTER PROMISED STEEL FIRM I.ROOP) q ."..0.ACCs ITV') ISII SG ROOrPROMISED3 E%ISTING ROAFI`/J' V Es XP CN E%ISTNG STRUCNRN SUPPoRr p PROPOSMED NNRI AccEss IUTCH GROPOSED BIC0 COLUMN ME.)(BELONG E QN.I //// BvspTIN 1HERSPs ANTENNA V S�IY RIR Cp STUN CABLE CXASE plMµCPICw C]OEW YdlNTCD NIG ICETELP�L`v fRpM S!Rppre ® PRggSN(i)CONDENSERS YdMTED ON AL/1�1[L P. PRCVOSFD(])IYIEN.WS / MNP03RRN 5 a PgYtlYD 9FFP9S lW ROOPf /JAI1 fOR GLYW SECTCA E,02 GfR sECrOP,rObL OP 6) ` (P1MEO RNY OIUY (PYXIED RYIY GMr)NOR fISER BpR : ® EXISTING HVAC UNIT(TYP,) .. ti .. N CE 1 PFR SECIgt.TMµpC]) < (P-- M4N W.Y) C WPA�0[�BEL i �il$)E{S- ,c4' •. _ ___ _____ ________________________ _ C SECTM IPum Nuel �_ LWLO CXIsiIXC FCOf OKRxANt(TVP.) e_IiP[MIAYI[L' SLLLYXS TN UTRVCf: N I]I' 16.f FIl ESSN STREET LbIp1VC£:F N SS AI.I' S4CY, 019]0 (Puri NNRL1 LR.Lv) 10 ,CN R1. M EXISTING COUI ENT 10 PRDPoSFD ��' EWPORE ROpY - A1E CO FOR TME UPCm /PROPOSED/J1rEXW$ el] - I OF MF R, NEsROMMEES A�2 PROPOSEDµATJL Ms RISER M O$VFPLAi NNE PIiy05E0 1 BEER SECTOR[ n pp GPJR�NKL CI EX6TNL gP11PIL FOUpYEM SMMl BE 3D0 Q.T. I �aR ( rE0 r0 wiOl BRSq OEIER..PRIDR 10 R' ROOF PLAN —"'`•I`. cwmR.,,R,N NR SCALE A/ A4 F ENCNEEX.W NIM RI PROiO5f0 RRxP(T9.BE]PER XCrCW. rd OE M3LLST KWRIFNrNCE Z MIM OF 6)(Plolrf0..GPI r P F D Dw w Dus PROPOSED ANTENNA ITO 0_ D PIKER BOX ITTI OF L PER SECTOR. ELEV. -90-0 6. ) MT.of])(RNNrED NMA mo - z'-o'z(Rus) H PROPOSED(z)PxrtxwS ARG wSTs IHI STGrUE GSIMUU FOR 01 SECTM(PUVIfD r CAI ; A PROPOSED(2).....WD 141514 FORT EXISTING "GRAD 1 Pg6OE(D 0' WW$fnoR(vuHiEO MISE C14r) (BY OTHERS)(TYP.) z PR.PoSLD rzoImo" 9.o fw SECRMi""� ] WWSED 241 L� suTExxPS Bt"OIxEaS(nP,) DUE OPI r0 WRCx [AI(E;tlBtf I.E.-(uCr IEKM RK W Z E � Cl OF PROPOSED.W1ENW5 ExISTING PENTHOUSE PENTHOUSE) O �e e(r6 n rWnR sfaw OS'-6'S(VASE) PROPOSO( µ roe OE ExlsDNc v[uzxOD — cPiwr rrrRGAE 6eir IOC-01 AISE rill iTING PENTHOUSE '- LL yl PBEI CABLE ExlsrlrlG CHIMNEY Ri cPL XA IN . EXISTING V[ FABLE TRAY BY OTHERS PROPOSED RAGED Y STEEL [ RIOGEUNE OF EXOTELEV IX `ING BUILDING -ODDER RooFroy or TING BUILDINGEXIsiwG SLOPED door gppOgD qpE ©O (M1POE z sECIM.rorVl W B) . 90-0-± (PMSL) =. F@ERLW BOX : ]R EXISTING CABLE CHASE (FOR.OF PSECTOR,MIK OF ]) e �- IMENRD r0 SCurN FACE BE PENTHOUSE RML Vl OR x ' i EDRPRpCR�PoNDSE ]BAB wTVPSrNARBGASc f6M1BCN S PAO(L) WIMp1E0 H5[fFEMS(M) ODRIDax PROPosED sTEsprRI � EXISTING CURB(re.OF z) g EXISTING HVPC UNIT(TRP.) EXISTING RALVSTRPOE(TYP) iUP OF LOWED ROOF ELEV_ 6T45-0 (VGE III _ 4 -0'YE pMfy C 4 VIII_- CAI LIE r_ Wee PROPpsED vfvTYK GAS I65O1 C" BRA w« awc `5 (PULrtD TO wRBMIN BRCRI ANIEL P. �GI n. ' IfO'ED IV- EWMLEM '1 • MLOCATED x&YAflrt °i a (MdA r.) -zzz L so P 'OFrySt[x' • EXISTING ACCESS USSR JR . FOP"I'S" TECHNICIAN caouxO LEVE - No FIT suEU Xs w ELEv - '_IT (ARL) 10 E55�srRfn ELEV. D'-O'S(VGE) sµ14. 019]0 33-0'z(,VNSLI A rim FISTING GAS VERY A-3 PRpp'i'ED ry$A[RR SOUTH ELEVATION'LATE IVUG EXISTING GAS LINE AT W U01SIR OE ExEEHHK BUIIDING z GENERAL NOTES O U � 3 a .,[..,.[.n �..[.eM[.a..,m.... .av v fA � O ,� cc LLI EXISTING SIAIRS,o REWIN ala HB a X. o,.".p°.a`irr1Oooc`r"'. --_-_- i o.rx vRaasFn 15 I— s zsH,Crur LS RFYP'E FF5r1Na BOOP 8 as IW si=wff RIM - Rf,M08LE Lq2 UP11 (1.5 R FIRE MrED)- FSC M6 7 q lwwrwna.so lrs cc.MtfAK 2d ggy Xrr I EFISMi 15. ,-s rn- 1 I $�� i R wrzo RF R.,u vn,a�r ryyq Rrovos[o o'-•:zz'-9' I ,awur.2.;,Rw�iia .r[[awn m wu[ux[we[,r EWI W ROpu (195 sa Pf) acwao a<m mama"ol ---------- p - p R a M EFImNc a SERm ouomr,aF ,'; - I i - .aw[wwo-,.m r�rw.,.a ssors.omr.a Ir w,v eumw v �R,a[wR,wF moL 9w,m.,.1a,[R�,..b.[.o:.. ;--.-„ _ /.•ewFw • --�I aYe as (P N D R K a61®WRO Y-e a/. PoIKP snIIu z + (vRYTFo an[q aJ r wm cwrcr 5 c6,[o n „__ RaGM t0 O a co o w,o:rwRo[ •a••,mw,..[o.R[rm wo w,Ra. ac RurtL 6 8 K.mx.wo raPET. _ rmn.m a o.¢vefD ra wnrtx. ;�:i .r -• '-. W EFKivIL RRES BELOd � _ �r -_• f1wsP RCGP OR ftYIX.O 9 O COUmYEM ROY rrsu Du Inm rtt ttIX Ml {i;i wrwnT' - G- '�""• EXISTING WINDOW 10 REualx uu e[rrlLo ,�%+ 1 artc PCYp{EI`w. COhPoN4 El,.-.-SrU05 .' i �0 W..R oYEl,.-.- 11 ED mV.) �Llil LI:'� i o nFR• DANIEL F---� wwvsFu cLaLF wDANIEL P. .0,arm sw,x 9+.-rRL-,.rm usuu r.P1 `-------------------- "Y n W'K, - 4pGlAEhC'��„4' waa mir.ro.n.emv,onr wsx um wnr w. SUFY 5 w )1]E55EY STREET y1EY.LY 019]0 EQUIPMENT ROOM EQUIPMENT ROOM DEMO PLAN /1 PLAN 9 scxE z-1 sclE. 1/z"-r._o. ®� A-4 �uy�T a a m Imh; my nym bm o Zi mO Nl\ X aw Wm 5 f i 0a � a O O ,v 1E E E .. b=m F a 0 0 3 S O O O 000 OO O O O O O O I' FOR CONSTRUCTION 'w EQUIPMENT ROOM RCP&SECTION °'�""Ep'°"' Hudson©O n � � �pn �/ ss e � � o , s, Z O a f" U OWN 0 gg8 LL C t 3a ©Ow= 0 39 5/8' E®ENLIAS$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$EYED wM �...r/�% A�PYEO AROUND ME PENETRATING EM G`RW [IETAL w WNCIEIE OR IMSGfiY EUSIOYwO sUUNr rypf OR TYPr«. O HARPING. - BEYOND THE .0 PARE Aff3CR pENEIRATpN VY 1xILµESZ OF SEAUNT AS STEEL SLEEK pERIPxERY Ci THE OPENING 4 NprK xG MUSHAL NM I :n.1HILµE55 OF PARTITION SPECIFIED IN THE TABLE AWARE. Ippllp1y11 LL EDITOR MINAE Wy-3103 MF 1 FI�NUSS INSUUTON 51WL CFr '� MPUEO WITHIN THE OPENING.A. SPECIFIED TFFH IDEREe Iur. A MI%-I w 2 NL C S NEI PED A 0 IM[ TH Txf W SURFACE OF ME FLOOR SPELSFAL SERIES SSS SEALANT. THRASH-PENETRAN µ0 SECURED OR BOM SURFACES OF THE WAIL SPUSA UI SL 1 5j }WETHER BY uUHS OF u0.24 AND STEEL p TIE WIRE. PACKING OF SHALL BE #FIRESAW ONE ON SMALLER METALLIC PIPE A.B.I. .ATE .A. PL(.C(M11C B8E111(rTKYI 7y SET j CENTERED Al IO-DEPTH OF OPENING ANDOR CONDOM TO BE CONFIRM WHIN MINERAL W'OOLRBATI WSLUIFM S6i RC PRESSED FROM MDH SURFACES OF WALLOSYSTEM ARE SHALL BE ( REALA♦0 PFI)NRYLY PKNLD INTO R$CYFLY REWIRED 10 ACCOMMODATE THE flIGOLY SUPPORTED p1 BOM SIDES MIE OPER YA PERWHENI FORA:SEC REWIRED THICKNESS OF rY MATERUL µWAL FLLUU R ASSSPACESEEMBLY-0 NWE AABLE FOR VY REOMFED MICKNE55 hare• - $ b H 2 Hfl LF PE RATED s5RNSES MU J/A NHPII STEL[RPE:6'A OR SMALLER)5[MEWLE 10 NEW I I,RATE GBIb IM VFBFICµRIINB.CABLES LKIKLEO W vER1XAL RYNS AMO tµNKNE55 FILL wlERY1 APA1C0 LnAxIN i E ( RATING WRf.NE FLWR,ON CABLES INSTALLED W VERIKELL ANNULUS.RUSH WM SURFACES OF WALL. ICM HIA`AER)MEL PIPE. 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. NA(a) I ` *W ro wnurrnuaE's •, a'LaM(m) e, soDxxcmuroxs •V \�� v Anl L P. �y \� Yy 4 7,C FHfOSTL,{ :" C \ \ SUEu S w ALPHA RRH SECTION �1 vires.w;oisao SCALE -1/F I'-D' S-] ALPHA ANTENNA SECTION w�` t2_3- Imm On 'oar ^ z GT �.m3 D3 a z M z a 9 1._y. #M Cya H o ay Fa M ; M z z a � e b FOR CONSTRUCTION r � ANTENNA STRUMRAL SECTIONS ° D HudsonO� ■ FA's - ' - � vs�'�g■w;reels oa � a 0 x4 P Eo. w. _ BFIu cc ____ 10'.1B'.1/Y vuiE + ��Oa305Fe1K O la 3 m n°• s-ae-.1/•Tort � - ip-.oio-[ 0 $ 7. « mLrs(M) LL s/ew xan xn-M 30 ° 3/e LLrssET xreao uslmx(uw s- �� . OO e-- ---- O - "Ee07aBEAM e` CONNECTION DETAIL (s1 °as ° V -_ PaC S, BEuI suLE:3' r-o- 5-.13-.3/a BFM FLA,M) BCIS'Irt.) CONNECTION DETAIL CONNECTION DETAIL �- SCALE:3 - 1-0 SCALE:3. 1'-0 5-n _ E,PV,SaLE g•g �p pY yIt m1151M1V.) ® ® ® ® a•m•m/e•rulE - c A Im ,So owc a �F s-. wmooscon/sl.w a ' xc wrurnc+wE's @ svw./a. :l .12- e-m-.J/e• :' :1 1 Y wort a e 5 MOFNLS- a_ 3 LRAM - - - vaorosm xw s • snroszm a/e-. , WS F R00 nfx • nn . -. �_ _S1 OYC � 1411 Mrt-M150 � FI IF_L P. . O. O. _..O a m J/fi'RAh EUBE04xli M111 R10PoSE0 BEW MNPJSEO - A - 14R sl w ki! BED xpl- ^J7AC M1 O / / atlpN J/e. U35-Y J 16 x4 M!-M150 / A J / /' y /A/ �. / / 31]EssEll$i11ER ears(T9q ;� .ox[m a u4 I/- / / .'/ soca.w omio MECIExT ITE) / •/ / / CONNECTION DETAIL CONNECTION DETAIL CONNECTION DETAIL SCALE 3 - 1 s-. IEALA I - r-L- s-. SrnLE.3 - r-o-F. s-. T SEA-F � �� z D 3/4- AS25;. O adz Lag A LL qqqqqg CONNECTION DETAIL CONNECTION DETAIL CONNECTION DETAIL ff SCALL GWHIC SLUE SCALE:5-5 Y IIALI Y 0 ti 1/2-.U-6%E �D ff P.. ps S. �-GMSET LE 16 Qy KR Sl M(�.) Sw am III' V GER 51M 3/8"GVSSEI 5/. U25-9 P'n ears(IwJ - Ili AAAA KR M tl 3/.-.WLM N25-. 8'LGxG A 'AIIIEL P V- ,v 7,0 �Eo otg7o CONNECTION DETAIL CONNECTION DETAIL SCALE: I-. I-GSCALE:I Z., r r HUHHHs HUHH 0z - { rr. �l`a a m�z i� elm -0 .h�. F'.�,r �4 .mm om9 F r . r 1..� ani-,N...irr�uxi �-'- '.. �H�r� r ------ — r N' 1�l�4 FOR CONSTRUCTION GENERATOR STRUCTURAL SECTIONS °"E°"®" of0" \ / Hudson©O W i r e l e ss O a P d s� ca vRmmco cwxxtt vR�osEo cxuuxL Z i rfn s� oYz vw s ozc U §'$ vER st oYc zaR(m.7 O y s/a- 14n Yrt-Yr xD �w DY MR(YW O _ z-E.mcoYwnR.v.) O s ' r ---------- 5A..0 3/RYww YR-Yr xo Rimm wcxw(Yw z' E GENERATOR GENERATOR CONNECTION DETAIL �1 CONNECTION DETAIL g �-0' S-] SVLE'.J'. i'-D' S-x ' e g VER 51 pC LLNI/..R IOND Q� O ag O BDLR(M1V.) U 2 L O K.S.o ' VER S. DF - y - vRovoscD vusexD - �RRoro�o� � �w(v�r7 rcx Y.xw.crwEn's - sPEcvcroR O O �cRwssE Rss O O vm Sv0,mD 77 vRDVOSE➢J/. P . BDLrs(rt'V.1 BLWU WLM,SYpEa 3'.ID'J/e' ws-Jwa-a w oR wrF L a JcC - « xavRo.so EOD.L « _ a5avosm J/4 v BIIM StR.SxfRIX - Ros-Rco-IAD aR aRIIWED EdYI GENERATOR GENERATOR r EasTixc RIA« xax sE scaasiREEr CONNECTION DETAIL CONNECTION DETAIL /1 EELow n.rr.) sucY,w oreTo GENERATOR eELow tv.EE.) S�7 CONNECTI e r ON DETAIL �i1 V` scu - r MECHANICAL NOTES 0 GORRSIIYYF. VRSSREGUEUUARK UNESTRATURTAT2� oe FEWTENT I.N.SHE U V m._r M U -rrs .MER: o9L(EN 1CWIREPANRISE IS I. ¢ 3 tr-1 I HIE[CMIR.CttA SxxL PERFORM THE NY W ICLCNM1KE A 1ST.ME T.,.SxNC u0 I.Gti1Rxi PW. ye a NnGNUMMSHALLCML`wMALL.P0.WLESD.2WM IK f•OMIMM0@INUMNOWNS, S Cw11RKiw SWILL Ev.1YC mE P`U Etl 9rt uN OSCVSSCENC�P OUTWOE�OOF W.S.M0 WCM[rtwMWILEWITH PKI G ..5Hµ1 cWROw.TEONE MUS NK Mor.MTM THENOXI rc 4mi1"EK w IK Kuc1. 0 SNIT � CONTRACTOR RORAND w1EM 11.YVE A`MORN AND TRANCE IL IN EWlwExl SYSTEM µo ROOM(IIP.Of m WORRY l0 CONSIRUCiaN MANAGER un U OBSEM.MTS M CONOIONS..ME CHROOK U Al INK LDW SUWHEN wniD P2hN1 Ot FONDEST15E M ENDK MRN,. CONDENSING UNIT -_,n s CONTRACTOR.OUNCE�`fl.THErAWONTIFEW ILL rzE�L�M A as suLe. NTT. - `�--�/ I LOONRIIiNOO1`µ`IVOCCMES�M¢1WNERMLC� ©Oy< LDUYMENI REIN swY INE OwIG BY THE CONNOTATION L` Cwcus.re o TO K"PREF T NPs MALL N Oa Ri2�I STNVK SUALL BC SNA4G PND w51µ1"BY DE .TRANS FULL WI BE RUN ANWE EICCIMM 0 ; is UFLwOxx DUPPMFM.[SINS SNL BE w5Vu1E0 NUx 1/i' RY BLEC44S. B NL NETNEWS SMALL BE CONSTRUCTED PER SMAGNA a1.xpYgS. Y PROPOSED M. ITE LMIRACIw SNNAL NE RESP .CUT mE A[wlMlkx z CCNCENSCR AMID MNILDFEFEES NNT UR INK w5 TS AND NFSPEC ONN NEWS 6MLLw COYPY c (UNTFO OR ROOF W..PPFABLE STATE ANOIICC.L CCIXSL W. Z) NL tiNECIORS BLMEx AT,IMUS/TANS MD pUATE 0 �+ D.sNwL TIME aPNW NUAW WAIT w-[NAM" UNN ILO cu S ISORTI.Po AND mM"MEN,CM SUNOE.NAAR ALL DELAY COMROL Y .UMrs/rAK AND EWPYEM IROM sIPUCMR NRx F IU.)>Ym¢onaInT ENOL U METAL NPRRfO EpAll[M Yw.IR, i e ENCLOSURE WITH f C1 µL MGIIER pPo5C0 EUSEED, w.CR.(R..STILL Y II �AA(Im (R:SEE NOUNCT 12 �c 1 ALL KUPLLY MGixLRP OUT C3 L N mlum rva wr -SFE NOTE A I}.MEAT T AM RECUM dlCtt SWL 0[UxEO Mx 1' a C C Uel/IµMNSM F.C.YON ANY.r.R 10 MP S1RGY. IOP ACTURE —.INET TO O7E WENT L MW EDGES INCREASE SKY SUES ID wMIX O D ME G.WE NO CryIMWB IJ.CCR Y1w0 M 401 NNAC UMI SNWy C.I SINN S. W 145[0 PEWHMLNIS. N INMtI a _ .RATIO.AND ND TELEPHONE EMw LYES AMA.sY1 NL EIE<IRby f p/ eN 4..X0 LltwgxE LNMI[NI. Y MEN n ml x MORIA-M MAI. 15.A xv C.WMUNU POLL BE SE6YxNLv BRC[D NEW J46 W6YE R. ITT Mw e.PRD DE ML MCRAiK.CHINESE OF P-21 KNR4FRNR FEW.M a SKRNT, CQ`a Q PUMPS, 2 �� — RNPUT 'a cwNxuN.M M.RE AND GxN15r ouclNOPM AND LOAEP z 1819 NOIN�TO ss[brt. 1pN ______________-_v-_ ___ ______-• Ir.PLENACT SNNL BE MwurtD MRx I:>In OExLM1 P&RDUs S soca.WA _ ._._.__ _____ .._.__._._____ FNA FAnx4 anLN _____IP— PIOPOSED CONEGOUER� `0 E= MwM USES TO AR NAMLCR le.PKXL(.,.CO.KIR4.PW W DEIKIN � No1Lz: mars LVA%P.la AW COMOCKERES UM. PIAL ro K v]ED PER MECHANICAL PLAN �s1 MwLATTEoM F1.PERsOP FRECO—EmcL1a v] ORIOLE. 1, MINIMUM WIRE SOC PI9 AWG. INSTALL CIRCUITS w KREWAIT AND]/.EYE. ALF: 1 ]=1 ALL 1. INA�EDWKNI sNWI K ANT.PER EP.WRRW Mw.iAC11AE6 I � ••,, ]. INSTALL SGNO THU E KM SCALE IZw AC CIRCUIT. ".l.K [ 1 1' y ANDEL P. J. ImwISE.•NEVFRSE MTXG MFRMoSTAT,ADJUSTABLE FROM 77F To u4F.HORW DUTY, ®� coY HVAC EQUIPMENT SCHEDULE /�'., II SINGLE POLL,SINGLE THROW CONPCT,CLOSE ON ROE RATED FOR 1/xs HP O 12. ON (/ HESE IN TEMPERATURE ASONE ME SET POINT THE EXHAUST GN SNµ'RON AND THE 1 /,c OTORUED MR INTAKE SUNNI BNMLL SPRING OPEN WHEN THE SPACE EMKPANRE CROPS - YNiX YCOLLi'.fYP000 BELOW A PRESET TEMPERATURE E EXHAUST LAW SMALL BE SHUT OFF AND ME AN CORING: 60,OW OTUMR THEME DAMPER(NORAMI CLOSED)SHALL BE MOTOR CLOSED). e L4T.GF' Z]IW/N/EON2 NwINµiGU5:5 .. PFOnDE IrvM wIERLCIN RELAY AND CAN CONTROL RELAY EACH CESS 9501,MEMRES:C' 130 ACCESSWSVPPLY AMIO HEAT D REOPEN PLO..WER KIT. W VOLTS AC OPEWED CBL YODEL/C016.DPDT CONTACT ARRANGEMENT (NO.)AND Z _ IN C.) IM COMML RATING 1N NEW TYPE 1 SHEET STEEL ENCLOSURE AS MANUFACTURED YORK YCOELE.HUBMO frll:Y 5 IA BY SODAR[0 ON APPROKD[OUµ. ZIT ESSEv SIKEi ry WA.G`. 2./I.NMR $µEY.AM 01910 5. %gJIM RFCMlA1G OWNµTIMER RELAY(RI(YODEL/360.OPOi CONTACT IIOVM 1,3 v11LTAGF: ZJOV/IP/fiMZ NyENµYEAS, OPERATED AcsNLM:n°uF`A°crunio BY THE TME WART coRroRADOw OR AI]E�o°EQUAAL/"1i1THE ENVIRONMENTAL CONTROL GENERAL NOTES MCEswwEx NOPE` FORME KIT."UM ExIWnI FAN AND DAMPER SHALL CYCLE ON AUTOMATIC RECYCLwG TIMER(Rp ro RON FOR x0 nGI PoKR HIT.ERORIaDTM 5 YINUTFS EVERY HALF HI 10 EXHAUST MDROGEN VAPOR EMITTED BY STORILC SPACE-EHNRONI CONTROL SEGIENCE FLOURS: 'FARR'SEE ZY.3111-TWE: J0/a0 bITENES. SITE TEMPERATURE CONTROL 5 10 BC PRONGED BY AN CONSIDERING UMTS) CONDENSATE PMP': YCWIE SR-CARR TEL:WA-J.fi-)WO /� EOLPPOO WHIN 1 OR Z-SFME CCOL/WARY WALL THERMOSTAT PROPCEO.Y PIN%DALE'. ZJOV/IOP/6WZ ' MVAC DIAGRAM / [ \ CONIRMDUR.SYSTEM US TO OPERATE Z.HUNTS A WAY.1 SAYS A WEEK DAYS A YOUR AND 5141E MAINTAIN SPACE O).OE4.F.(./- Z DE,G). 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 . FALLEN cEE.9OLD DLFUE SEE _ �.».�r.I Ix.m®wa,wF as i.ua:yinNE NACRANAL SOLD ED IwEL E,. .wi`w`i:5- ISALi a "U—�`" F.I—En Duo"Aa;C`�['R� �edrmo°mF`n' naulEL P. `5 ALL DEFEND Cl--" ARE CLOSED I CLESTANINZFARES, III I'VNNC 111T . ___p®Fw Mra, nF w.u•ECS xi ur }�� pFOR CELL OFF 1-1 1-1 1sxm s-v Lux. .[4i[f—IR AGA al a®L¢`umL uFw wi WW w B.S.E.F. GIY. onD a0 c[u[ BRIS en..r.I LI.Ill ou` 1-0 ALLEA (r.Iualsl 9 zz sow[u [au o[r[crt.sexoiw w w2 CALL,BER INAT�' 1»Ii. ix AB aAFFER AEA sr. ALL A 12 1.FLAF-� t�2. z o ACCORDANCE cwt mx Fo 4(1Y.4..IrNm.D r/at all Ca9E.MIII5atREEi —'I-BEER NEED ARE RE SAY LEAS rsrt�Fn.S�DIW1 SµEY. 019)0 ARESSED 11 `OR EATRAK ll C SNd w.wu lmu.NmF/m) RALq .A.END ALL .x.TO FARIC� LLOKm A.m. 0 E-1 ON..LE, E.C.SLID KILL BE IF CREACT FROCAT—I POWER&TELEPHONE =A IT.TNIN SON STAR 1 1.FOR ATEREELI STAL TO IN.ITTER I. IS BEFOR—BE NF1AFI,N.F.AA BALL IF. 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. MENUFACCESPENIFULD PRESSURESDATERESSRE"R"EE„E"^""w wiAEEDYEu ' wsC°w"BOC:rea �ii`o°PRw�EOE" Foi"F iE�`<xxEA°.wµ, :ESF°'n'��o SING TAGsED:Drc I'VETYIE s. y E LOOCCATE�ONTHEE NWFMi AIDEDiNTHE PLANS.THE UPSSBl91EM STILL BE LOCATED W ME. ENCLOEWE UNDER PAPER G6ia®UIKW U ��ma THE PACKAGE BuaEA WH6IX.3iErzsysi[L,sx,a EEEWNnLExiiDE¢PBEfAMP,CMCOF.LND,U,+A6wrtx F,D]t).1tt DPS NLD WiM'Va Ex0.DsuRE N NG ELNEDS ¢O s E COMPLETE,PDULA UN BOCBTER�B.T EDITED PREnPED,nNDESUB ED, TEDANDw. 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 Commonwealth of Massachusetts Citv of Salem ! 120 Washington St,3rd Floor Salem,MA 01970 978 745-9595 x5841 Return card to Building Division for Certificate of Occupancy Permit No. B-18-67 PERMIT TOB FEE PAID: $176.00 UILD DATE ISSUED: 4/3/2018 This certifies that ESSEX DERBY, LLC has permission to erect, alter, or demolish a building 217 ESSEX STREET Map/Lot: 350251-0 as follows: Other Building Permit SELECTIVE INTERIOR DEMO& INTERIOR WALL FRAMING. (NON STRUCTURAL/NON BEARING) TENANT FIT OUT FOR THE NIGHTMARE GALLERY Note: rec'd letter dated 2/5/2018 from gc, Richard M. LeMarre, removing himself from project and requesting his money back). This permit has been redone with new contractor(Osgood) 03/30/2018 Contractor Name: PATRICK OSGOOD DBA: OSGOOD PAINTING &CONTRACTING SERVICES Contractor License No: CS-091643 4/3/2018 1-0 PBuilding Official 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#: 134220 "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.1 42A). Restrictions: Commonwealth of Massachusetts ,, City of Salem 120 Washington St,3rd Floor Salem,MA 01970 978)745-9595 x5641 9 � Return card to Building Division for Certificate of Occupancy Structure CITY OF SALEM BUILDING PERMIT PERMIT TO BE POSTED IN THE WINDOW Excavation Footing INSPECTION RECORD Foundation Framing r Mechanical '~ Insulation INSPECTION: BY DATE Chimney/Smoke Chamber /r Final ,a Plumbing/Gas Rough:Plumbing Rough:Gas Final MIWTM ; Electrical Service Rough ` O Final O Fire Department Preliminary r. FinalIN V Z Health Department Preliminary Final i The Commonwealth of Massachusetts a ftE6E VEU" Department of Public Safety L SERVIC Massachusetts State Building Code(780 CMR) 11RSPECT O Building Permit Application for any Building other than a One-or Two-Family Dwelling A (This Section For Official Use Only) al Building Permit Number: Date Applied: Building Official: SECTION 1:LOCATION(Please indicate Block#and Lot#for locations for which a street address is not available) 217 Essex Street- Salem 01970 No.and Street City/Town Zip Code Name of Building(if applicable) SECTION 2:PROPOSED WORK Edition of MA State Code used I If New Construction check here❑or check all that apply in the two rows below Existing Building❑ Repair❑ Alteration ❑ Addition❑ 1 Demolition ❑ (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy ❑ Other Cf Specify: rooftop wireless telecommunications equipment Are building plans and/or construction documents being supplied as part of this permit application? Yes CIS No ❑ Is an Independent Structural Engineering Peer Review required? Yes ❑ No IN Brief Description of Proposed Work: wireless telecommunications equipment on rooftop collocation SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(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.ft.) NO C ANGE Total Area(sq.ft.)and Total Height(ft.) SECTION-5:USE GROUP(Check as applicable) A: Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: Educational ❑ F: Facto F-1❑ F2❑ 1 H: High Hazard H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institutional I-1 ❑ I-2❑ I-3❑ I-4❑ M: Mercantile❑ R: Residential R-10 R-2❑ R-3❑ R-4❑ S: Storage S-1 ❑ S-2❑ U: Utility❑ Special Use fd and please describe below: Special Use: wireless telecommunications equipment -SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ 1 IV ❑ 1 VA VB ❑ SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) N/A _ /q N/A Debris Removal: Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: A trench will not be Licensed Dosal Site❑ ❑Public❑ Check if outside Flood Zone Indicate municipal❑ required❑or trench or specify:-!A Private❑ or indentify Zone: or on site system❑ permit is enclosed❑ Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review.Process: Not Applicable Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed❑ Yes❑ or No 6 Yes❑ No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Occupant Load per Floor: Does the building contain an Sprinkler System?: Special Stipulations: W lA' SENT -�-b GGf W�(3e —e,u1 gI2� ' NP Camino , P10 3 K,D - LAW y or- SECTION 9: PROPERTY OWNER AUTHORIZATION 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 property owner hereby authorizes Name Street Address City/Town State Zip to act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) If building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here 15 and skip Section 10.1 10.1 Registered Professional Responsible for Construction Control - Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor Structure Consulting Company Name Charles F.Webberly CS-078543 Name 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 cwebberly@structureconsulting.net Telephone No.(business) Telephone No. cell e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT M.G.L.c.152.§25C 6 A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a signed Affidavit submitted with this application? Yes IN No ❑ SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Estimated Costs:(Labor Item and Materials) Total Construction Cost(from Item 6) 1.Building $35,000 11 Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $5,000 appropriate municipal factor)—$ 1,00U7$5.00 adminis native fee 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5.Mechanical Other $ Enclose check payable to City of Salem $445.00 6.Total Cost $ 40,000 1 (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,f hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Carol J. Holahan, Esquire, McLane Law Firm Attorney 781 904 2684 8/15114 Please print d ign name Title Telephone No. Date 300 TradeCenter,Suite 3000 Woburn MA 01801 Street Address City/Town late Zip Municipal Inspector to fill out this section upon application approval: Name Date / Appendix 2 Construction Documents are required for structures that must comply with 780 CMR 107.The checklist below is a compilation of the documents that may be required for this. The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit application. Checklist for Construction Documents* Mark"x"where applicable No. Item Submitted Incom lete Not Required 1 Architectural 2 Foundation X 3 Structural Analysis X 4 Fire Suppression X 5 Fire Alarm(may require repeaters) 6 HVAC X 7 Electrical X !, 8 Plumbing include local connections X 9 Gas(Natural,Propane,Medical or other) X 10 Surveyed Site Plan Utilities,Wetland,etc. X ! 11 Specifications X 12 Structural Peer Review X 13 Structural Tests&inspections Program X 14 Fire Protection Narrative Report X 15 Existing Building Survey/Investigation X 16 Energy Conservation Report IX 17 Architectural Access Review 521 CMR X 18 Workers Compensation Insurance X 19 Hazardous Material Mitigation Documentation X 20 Other(Specify) Letter of Authorization 21 Other(Specify) Photo Simulations 22 Other S ecif SRA Approval *Areas of Design or Construction for which plans are not complete at the time of application submittal must be identified herein.Work so identified must not be commenced until this application has been amended and the proposed construction document amendment has been approved by the authority having jurisdiction.Work started prior to approval may be subjected to triple the original pennit fee. Registered Professional Contact Information Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State 1p Discipline Expiration Date Name(Registrant) Telephone No. e-mail address Registration Number Discipline Expiration Date Street Address City/Town State Zi td The Commonwealth of (Massachusetts Department of Public Safety \Lis.athusclts 1talc lltoldlog COdv(:81)(_%II() Building Permit Application for any Building other than J One_or 1'wo-Family Dwelling (I ION SUL lion For Official Use Oniv) limitliog l'cnnit Number _ . . U•Ile.\pplivd: Ihtihlint;Olfit ial: _- SECTION I: 1.00AI ION(11le.lae iI'll icate 11lock M and Lut N fur locations for which a street address is not av A lable) FS.� .?�� _._ P/a NO. •Ind 5lrvat lily /Im%it 7i 1 Gale - I Nenlc tit"I" 'I nl;(It,gtplii,Ihly) .SGCI'ION 2: I'RUI'USED WUItK l id1linn„1 .\L\Stalk,Code owd ... - If.Vcty Gnlstrutliun i hcrk here Our thcik all that yplY in Iht•Itru rutvv I(tisling lillilding ❑ liapair Alter,liiu❑ ClAddiliun❑ Dvondiliun ❑ (Plvase fill uul and submit.\ppvndi.x 1) Ch.. i ;v Oi L'se ❑ Change Of o. ....... . O Other ❑ Spvcity;---_ ___ __ Are IluiItling pl.uls dod/Or ion.vlrtictiun d',titIIIVIII$being ill ppltell a.v part of this permit application? Yes ❑ 1NoIs an hldcpendcnt Structural Engineering Prer`Revi�w rryuircd? Ycv ❑ Vu1 f8� llr/Iia•f Ucs11i''riptio''n tit Pnlpus/a'd Work: t t �/ _LII1l1,Sf IN •f I 1 1 �. �.� � SECTION J:CObl i'L E'rE TIIIs 5LCI•ION IF EX is rING 0UILDING UNDERGOING KENOVr\TION, ,\UUI'1'ION,Oli CHANGE IN USE OR OCCUPANCY Check liery If,in Fxi9lillg Dllifdilig Investigation and Evalu JtiUn is clta'losed (See 780 CMR.1.1) ❑ Existing Use Group(s): ___.._-_ _— Proposed Use Gruup(s): SECTION J: OUILDING IIF.IGHT AND AREA Existing Proposed No. tit Flours/Stories(inciude bascnitlrt levels)4 Area Per Fluor(sq. it.) total :\n•a(sy. itJ.u1Ll rutal Height(ft.) S FCI•ION is USE GROUP(Check as a Iicabie) \: :\sscmbly:l-I p A-2❑ Nit;Wtlub ❑ A-1 ❑ A-a ❑ :\•i❑ g: Business ❑ P: Facto F•I ❑ 1:-, li: liducatiunal ❑ 11: Ili h , I .vd 11.1 ❑ H•2❑ 11•.1 ❑ 11.4❑ 11-i❑1: Institulionil 1.1 ❑ I•_'p I-(❑ I-4❑ JI: \lercinnfe❑ R: RcsidenNJl R-1❑ It•?p R-{❑ It-� ❑ .4: .5 turage SI O S_'❑ U: L'lility❑ Special Use w and llcase dcscrlbc below; tiprti,ll L'sr SFC'I'ION 6:COI,NSI'RUCrtON l y ,F. l('hvck Is a, livable) IA ❑ 1U ❑ ILA ❑ till IIIAO IIIII ❑ IV ❑ VA \'n ❑ ___- __ tii:('rION 7: tifrF INFORM,\PION(refer to 78U(',Nllt I I LU fur detach tin each itcul) Mac•r tiupply: 19110d Lune Information: Svtvage Dispimil: 1'rellch Permit: Debris Removal: Ptli'll, ❑ (:I:r,k it olamdv li„rd /ant-❑ hldiLale nnnnt ipal ❑ A Ira'ndl well nut be I n rn.rd I11.1•„sal�ilr❑ I'm m'.❑ or mdvnlllV A,nr. ❑ wt Iti m-d ❑nr twill It „r.pr,ds'. or„n .ev�t.Irm t•rrnnl i.om lo.cd ❑ I,• Iloilo l.nl rit;lt t-at ,va Y; ILvanis to .\ir.Vac iGaluul: • I \'„! \t,tdo,Il dr❑ I.:Irm tort n ohw.m if.i r n h ,Irrd' f . nll I I ,•r l ,vnr,lt h, Hulld rn,L,.,J 0 IrsO ,v \'„t] Cl 0 lO.V9; ( O.VIh_VftlF l I.It 1111C.\I F OF(I( ( L'I'.\.V'( Y I t t•o.,I l'..udnll lu,il l'„o1,,m1 I ,,.IJ Iar I L „r 14 ,-. Ih, bndJiiitl ,• iiLun .ni ^pnu Alrr tiL.Irni' `-I,n i.il ' li{ uldln,n. MA �1)--07-7�5� -- `,IC MIN 1 I'I(UI'r ItTY OWNFRAW I IOIt I Z:\IION uii� in,l .\ddn w��1 I «�(,•I'1,' "i,�t��G �®� w(�rflrl.'��On•l�7 C ��T _ _ �I L TONlff �J L4 dQ__.. / town Ztlr \anu (I'rinl) Nn ,unl titrcet �1��/ Cd1•j _ I'ruprrt)' lAvnrr Cuularl Inlunnatiun: ------ -- - frlophonc Nu. (business) frlo{,Rune Nu.•(a'I ) II a(�p�li/h'eble, thv proper!\• owijci hrrebs•authurin•s State - -7iv-- -- - N.une 5t«rl Addrese Y lu ai t un the pro u•rl • urvnci s bohalf, in all matters relative to work authorized by this build in): permit a ,,liianun. ll If buildin,is Ics.+Than Si 0ACuION110:GUNS1 KUl iI(fN,u tU,dr CULlrunme Cot i w I then check here G•md At" ,f"tiun lu.t zl l IL1 Ite gistered professional Res onsible for Construction Central ��•�ma�j �k/J `S_oP`p�D_�._3so�_ — Rrgislroti �u lilt) No I c-mail s6Vm. (I 1list n z�1 } 5f �Ib ; Lip Discipline B p ,i reliuOn/D oh Stlevt Address City/rownMate 10.2 General Contractor Cumpaay Name Name totperson Responsible fur Construction - License NO. and type if Applicable Street Address City/Town Shoe Zip rclo +hone No. business fete,hone Nu, iei a-mail address ----- SECTION IL•nn, �r... ... t t Ali'l V.t I h+� L;,'I n:.\.b t .tl I u�,',t'I I M.G.L.e.- 25C 6 A Wk Wers'Compensatiun Insurance Affidavit from the MA Department of htduetriel Accidents must be cuurpleted MM submiRed with thin application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a si acted Affidavit submitted with this.12 ilicatit'll? Yes 0 No SECTION 12 CONSTRUCTION COSTS AND PERMIT FEE Estimated Costs: (Labor I tam fot.d Constnrdiun Cos h t(from en b) and \Iatorials) I, Bu Bdin 5 �� 0r71p. PC> Building Permit Fcr 'Total Construction Cast s _(htsert here 2. Electrical 5 appropriate municipal factor) '5 1 I'lumbinf: Note: \lininwm fee'i--(ctultact nnuticipality) {. \Irchanical (IIV.\C) S ! i. \Icrh,utiral (7tlter) S 17116ose rlivck paY.1111C to I. I'ntal cot, i w1 evo. OD (contact nuntic 1palih)and rr rilenc u�ck nmber here .... SECTION 13:SIGN,\I URE OF BUILDING PH01IT 6r rntcrinf; ntc name below, I hereby atle+t un.ler tic {'Dins and pcnaltles of perpin t le ell 11, tlon c.,ol.tmrd tit this .,ppli,minn it Iruaand a„ur.ue Dc,t A [ !v kn,n.l.vl{,a mid uudrrat•utJiny,. .. . -. - fnlcAs Irlvphnnc \it I'Ir.ia'pnul .wd ,it;n nano• `%��e e�"r�^'— /c'bl♦:YIQ.�'�.� `vo w(,��,r'rtP��t'L °ce Qlen', IRA A \lu licipal Itnpedor to fill out this ,v,tiun upon applic.rtiun appruv.t l: \.site ,lr