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0990 IYANNOUGH ROAD/RTE132 (3)
��D �cel�-esS per P 4 Project Name: ` Address: �5 lWC �ndt� e ----------- =---------=-- an��Permit#:-=-- -�---- --- =-= - Permit Date: M/P:- A5 015.- X LARGE ROLLED. PLANS ARE IN: BOX:-- -- ! l SLOT:=5 __ Date entered in MAPS program on: r By. PROJECT NAME: ADDRESS: . t PERMIT#' V� PERMIT DATE: LARGE ROLLED PLANS ARE Li: .., '. . :'B'X SLOB r Data e ed in MAPS P rogra BY: fiies/foffishxchive.: -NAME: 4 _ AbD) s � - • V4C ` (l PERMFrg 5 PERAM DATE: LARGE ROLLED PLAITS ARE IN.: SOX SL Data e tered in MAPS program on. BY: V . q/Wpfdes Toms/afchiV Z--Zg-I!v Commonwealth of of Massachusetts r Sheet Metal Permit Map Parcel Date: FEB°2 2 2016 . Permit:# ,t'3 _l� 3 �� A Estimated Job Cost: $ k0- ARNST. Permit:Fee::$ BLE Plans Submitted: YES NO Plans Reviewed: YES NO S Business License# ,S T 1S Applicant License# Business Information: Property Owner/:Job.,Location..Informafion: Name: Q �� AIC • Name O�C1� Street: Street: cityrrovn:µQ1 1� 1.� cityfl'own: Telephone: �� Telephone,: Photo I.D.required/Copy-of Photo.I.D. attached: YES NO_ Stiff Initial S.Z/ estricted.license. � - ess and commercial u p to.10 000 s..q. fft-/.2-stories or.less.- .S-2/M-2 restncted�to dwellings 3 stones or l p � ResidEntial: 1 2 family Multi-family/. Industrial Condo/Townhouses Other I 'I Commerciah Offic_ep.,�Q j Retail Educational dire Dept:Approyal`C Institutional- Other Square Footage:'under 10,000.sq. ft. over 10,000 sq.ft. - -Number of Stories: i Sheet metal work`t be completed: New Work: Renovation: HYAC . Metal'Watershed Roofing. Kitchen Exhaust System ' " Metal Chimney Vents .Air Balancing Provide detailed description of work-to be done: N�N A CY\ l � 01 - O .e INSURANCE COVERAGE: 1 have a current tiabilltv,insurance policy or its equivalent which meets the requirements of M.G:L Ch.112 Yeso ❑ If you have checked 1-M.indi7 of caverage.by checking the appropriate box.below: j A liability insurance policy Other type of indemnity ❑ r' Bond ❑ OWNER'S INSURANCE WAIVER:1 am.aware-that the licensee does.not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my.-signature on'this permit applicatiomwaives this requirement: Check'One Oniy Owner ❑ Agent ❑ I Signature of Owner or.Owner's Agent By checking this.box[],I hereby certify that ail of the d mails and lnfa-iration l?.ava submitted{or entere-A regarding this application an:bve.and accurate to the best of`my knowledge and.thatall sheet nnetal work and`installations,performed uncfer the'pertriit issr ed'for'this application will be In compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws.. Duct Inspection required priorto"insulatiori installation:YES 'NO Proeress.Inspections i •. Date Comments Baal In:spectiyn Date Comments Type of License: 3y 0 Master 'title ❑Master-Restricted 'Ity/Town . ❑Joumeyperso'n. Signature of Licensee 'ermit.# ❑ �9 . Joumeyperson Restricted License.Numfyer. -"l =ee$ Check at wvvw,mass.dovltlol inspector Signature of Permit Approval yr i 2TIff Cil,?T�T72�9B7f tt [I551F�FiTLSr f ' 4 D'e 'tzwent qfludmftidAcciddm-tv 60.0 Washhzgf©a,S`reef YV IW.7fIL7 goT1,ldlt2 Worl�ersa iCGmpensaf uxtInsmranc�e Affidavit BmildersfContra::ctorsfElectncmnslPlumbers r II�TII QITLYaf�[kIl Ple.BSel�Tmf N3ZZ1t �i5D6P � lFrcrlividrtal�_ l �� _. lire on an employer?Check thin a riate bU F1�F Tye of Pzxrle��re��reri� ' ;_ am a employer with ?j) 4" ❑I Soria general contzactor a�I employees{full and(orpart-time * "' j.. have birerlthe soots. i5_ ❑Neui cxm�*�on 2.El am a sole pra?pFietor orPartner- ship and hanre na employees These sib-contrarltors have g_ ❑Demutifiba -woddng fYr mein any capacity emplayees and have wo&--is' mcigarrCe•`� -q- ❑BiildmgadditiflII .: WQrkP1S'COMP:iic�xanee Co1nl3. , S_ VTe area corpomtim€aurl it 10 l hical repairs or addtfions MT £ed-I offi=-s have exercised their 1L Phmbin .Airi or�ddttions 3_❑ I am a homeowner doing all worm ❑ �� right of PZ fiorz er MGL n�yseL€[No wo&='�- p l2 IFnaf=epaas inMiranre l �15� §1(4},and weIcas�et<o employees_Ll�lvos' V 1 1 comp-msuranm L ` Y�Fli that checks box,l=!;t also fill ott t�sscfiaabgaw<h v fps tad eompeasarinu P F „ r mlly oars who submit iIis a±Rd:aif nag they ate dumg NffVm$sail then Ime"td&coutraemrs�st.sdIMIrta secs affidn'k mdiroi,sari f" R !OMrIDCM 5 that Ah 11 this box mmt stixrll s3 additi" sheet 5hb[fimd tlsename of a ss#ao and stslgtchetixx txnnzthose e fi _- ea�Ioyees_ Iftl�snFr co-ntract�usbare emgIv�ees,deg snail graviae t-ir tomg poIiC mmtlsex .fain are employer the ispi-midworl+er-s'conTauvLtuzn trmrer=c—a far m}K etrrp£Dyees, Belau is the panic}*raid job ails lastuance CompanyName: 1. FyoRZY 4 or Self-im,Lio a- UV V �7 �� Fxgimfi Date: I �O Job Site Address= co CifyfStaW2t p_ Attach z mpy'Gf the wDrkers'cOmpenl= ivn poli anon page(s a fhel'°Sc3`i€rtnaher a pzTatioa xte): Failure to secure•coverage as required um ler Section SA o€MGL c. 152 can lead to the imposition ofcriminal pmalties of a fine np to$L.500-0D anVur one-yearimpH as well as dIvA Penalties in the fry of a STOP WORK ORDMand a fine ofup to$250.OD a day against the violator" Be advised that a copy of thi8 st$tom t maybe fiotww&d to the Offim of Juvesftgations of the DIA for ins ran=e coverage-,ration_ I c€a hsre �c erh fp under tks paiqs,aad penaltcss afpedwy th tMe ucfgnrttrliaaprmddgd abir a is h7W and corrsct _. Simnatut Datd= F3�'aL,eras artF•}^. .IM'tt:at tvriie in this area,to ba ca'xtgi<eted by cify ax fawn a��.iaL� �-� City or Town- PertaitlLicetrse 9 fssuin-Auffiosity(tudeone).: L Saard of lleal.`tli 2.Ruff-ng Ileprarttnent I Oii rI i axa Clerk 4.Electrical Inspector :5.Plumbmg Enspectvr 6.Oher Contact Perstm: Phone t#- 6 r, Information anal. struetions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute, an employee is defined as".._every person in the service of another under any contract of hire, express or implied, oral or written" An employer is defraed as"an individual,parfaarship,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,empIoying employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such&welting house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to bean employer." MGL chapter 152, §25C(6)also states that"every state or Iocal licensing agency shalI withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for atzy applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states`Weither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance ofpublie work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority_' Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your siivati-on and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their ceraficate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation ins m nce_ If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of industrial Accidents for confirmation of insinmrice Coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents_ Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listzd below. Sells insured companies sliould enter their self-insLxauce license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and primed legibly; The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you receding the applicant Please be sure to fill in the pemritllicense number which will be used as a reference number. In addition,an applicant that must submit multiple permitllicense applinations in an given ear,need only submit one . Y 1� Y Y n affidavit indicating current policy infozmation(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that.a valid affidavit is on file for future permits or licenses. Anew affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this a{fida-�-it The Office.of Investigations would like to thank you in advance for your cooperation and should you have any questions, Please do not hesitate to give us a caIL The Department's address,telephone and fax number: 'Fno Corrrm;.artw-at&of Massachu�tts DepaAntut Qf IrAustual AGcidt fit MCC of kwStigatFcrxts 15-00 Washington gb=t Bastou:MA G2111 7e.1,A 617 7-4-9{Q W 4-06 or 1-&TIV AE SAFE Revised 4-24-07 Fax#617-727-7-749 e IAC�® DATE(MWDDNWY) CERTIFICATE OF LIABILITY INSURANCE 6/30/2oi5 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 BO to Insurac@ NAME• yntl n Boynton Insurance Agency PHONE (781)449-6786 FAV'C b:PS 449-4269 72 River Park Street -MAIL .certificate0boyntonins.com ADDRIE INSURERS AFFORDING COVERAGE "'. NAIC# Needham MA 02494 ' INsuRERA:Harle sville Preferred Ins Co 35696 INSURED INSURER B.-Harleysville "Worcester Ins Co. 26182 Ma'icAir Inc. J INSURER CAmtrust American Insurance Co ' 36 North Main Street INSURERD: INSURER E Carver MA 02330 INSURER F": COVERAGES CERTIFICATE NUMBER:CL1452309216 4: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES:OF<INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED: NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF.ANY CONTRACT OR`OTHER DOCUMENT WITH RESPECT TO WHICH THIS' CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDLSUSR POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDD MMIDD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RERTEIT X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence) $ 300,000 A CLAIMS-MADE ®OCCUR MED EXP(Any one person) $ 10,000 PP60000080362M 3/11/2015 3/11/2016 PERSONAL&ADV INJURY $',. 1;000,000 GENERAL AGGREGATE $ s 2 1000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG. $' 2,000,000 POLICY X P RO- LOC $" AUTOMOBILE LIABILITY E accident) IN L LI 1 000 000 ANY AUTO BODILY INJURY(Per person) .$ A ALL OWNED X SCHEDULED aAO00000598868 1/01/2015 2/01/2016 BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident PHYSC $ B X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 :4EXCESS LIAB CLAIMS-MADE- 00000094257Q 5/16/2015 05/16/2016 "AGGREGATE $ 5,000,000 DED RETENTION$ $' WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY .YIN TORY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 C OFFICERIMEMBEREXCLUDED? N❑ NIA (Mandatory In NH) E.L.DISEASE_'EA EMPLOYE $ 11000,000 If yes,describe under 3127272 3/15/2015 3/15/2016 DESCRIPTION OF OPERATIONS below DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) 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.. For Evidence of Insurance AUTHORIZED REPRESENTATIVE S Denneno CISR/JPM ACORD 25(2010/05) 01988-2010 ACORD CORPORATION. All rights reserved. INS025i,)n1m5lnt Thu Arnpn n2md nnel Innn or&ronieforori mor4c of Arnpn �k.:COMMONWEALTH OF MASw#- SETTS "�� i'4 . '<` v COMMONWEALTH OF MASSACHUSETTS COMMONWEALTH OF MASSACH 2 el Colo0 0 ® o B" DS F I TT R S> ,:. . BOARO QF BOA 0 0 r .i PLUM$ERS �, ,. l PL"UMBERS AND GASFrITTERS( 4 N{ SHEET<iNIETA'L WORKERS ISSUES THE FOLLOWING 'L1•CEN`Sf k : 15SUES THE FOLLOWING LICE>NSE AS -A �i SUES..:T;HE:.:FOLLOWINGLICENSE'ASA ;W,;' LLG:ENSED. AS A MASTER 'GASF•FTTER , ;Q GE PLUMBER. �`.' „ z` IS CTED_' �`°� fir; (� L 1 CENSED: APPRENT I +• MASTER UNRESTRI 2_ .c .., `} 1 t;lt` }[" M JOSEPH A PAPASODERO° *r # a ^ _ :`; EPH'A.PAPASODERO'' �1 6� v f JOSEPH` A PAPASODERO" u , t; a JOS r', A # 4r yw 4 t IW. W. 177.OPAL ANE 77 OPAL ''AUE .. . r, a W QPAL.,AVE ., MIDDLEBORO,"MA 023 !, 46 YI'VE1 LE;BORO 62 MA, 3 30 5T' MI OLI�E�BOR0UGH MA 02346-3057 t ? w 34 38.64 05/0 /16 226628 .,a" :10/28/2o17 26236;: ._. :05%o t/ 6 20 974 395 o D: � 23 , .COIUMON '°WEALTH OF_M ��a:.C"OIVIMOBVWEALTH OF MASSAaHflJSETTS ' �a : . . 9t Commonwealth of Massachusetts. D B ppF Department of Public Safety PLUMBERS GASF ITTERS ,' SHEET METAL WORKER _.., ISSUES THE F"OLLOW I NG "Ttt"NSE SAS A : It�fri�crat an Technician r ,, a; v ISSUES THE FOLLOWING LICENSE AS A L;I CENSED :JOURNEYMAN GAS F•ITTER W ' License:RT-013094 r ,aM. y w tins�.. ���• ! BUSINESS e� es . r� �,r JOSEPH PAPASODERO �, r JOSEPH A PAPAS00ERO', � �, O JOSEPH A PAPASODERO , k '�1 �' �� 77 OPAL AVE � � < t � AJIC�AIR a " % MIDDLEBORO MIDD ;MA 02346 r' t. OPAL A1/E'_ u s ,� W 1 40, , 77 0PAL,,AY- NUE ��' W 77 MIDDLEBORO,MA 02346 RO MAr..,02~ 46 3057~ .L�--t� >r,�,;��� �{ j .. 11 D 0 L E;BQ 3 -� 226629 Expiration: Commissioner 378 0511212017 266 xr 4046 05/o I/a 6 10/07/2016 v:: :..OMMONLTH OF MASSACHUSETTS< WEA w. _^Common j$:A;-O MONWEALTH OF MASSACA6SETTS. wealth of Massachusetts 77 ',.,BOARD;': � ,x Department of'Public Safety BOARD:OF o e o PLUMBERS ?AND," GASF ITTERS z- s eo t SSUES THE' FOLLOW I NG ^` -1 GENSE �` License: BU-031979 - EET" P1ET'AL ORKERS x , w SH W ISSUES THE FOLLOWING;+ LICENSE REGISTERED AS A GAS CORPORATION Oil Burner Techn#c#an Certificate < AS AN I NSTRUCTOR;Z 4t-,, r iQ it r JOSEPH PAPASOUERO JOSEPH_ A PAOASODt y . .:: �� 77OPAL AVE `PAPASODI=RO ;y t MAJ I C'' AIR I NCB tea. + fy' MIDDLEBORO MA 02346q,� JOSEPH f +. 3 Alp.ir �-,�` Z F, �77. OPAL AVE =w r qs� +e ., ti =� U OPAL M.IDDLE.BORO MA o2346 3057: „�� yx 11 fF x.: - MI DDLE1B3O6R1,O7 2 3146 6 1b — Expiration: 2Qt973 30x 5. 73 15 60210o7/2017Commissioner ,r r3l r . 3 .y �``- 7;ISS ,,.x^•9a:Et$1 ad uWARR �� 09-02=20t4oNe�S2A7824'60 DWI Vz <. stS�rra�EST s E,r hq *t ci giros aa�sp""NONE JOSEP A zVIVII, fA 7T OPAL $ `AVE �flIDDLEBOROUGH, !IA 023463057 a' f• ��„ -'-t� ��.'N5 D00 73mi a ot,ismo a, =* DEIKE Town of Barnstable ' Regulatory ServiceMANNSTAEM MASS Thomas F.Geller,Director Building Division Tom Perry,Building:Commissioner '200 Win Street,Hyannis,MA 02501. ' wwwaowa,barnstablewma.us - Office: 2_ -40 8 . . 5 8 6 0 $ 3 - - Fex: 5.08-790-6230 - .� Property Owner Must — e-_ * ._ ._. � 'L-. ��o:w .I•�.- � r1.ig a -ection..smy..,.a. M — ..«—.'+.o-�a•'.•_..•».......'.'.Ea.e",v"'s".".- ..._.,�.•^'�ec 'r x -;, �.�inp3ete`ancz.d iXiis s If Using A Builder as Owner of the subiectptoperty herebg authorize to act.on rnp beha]f, in'all ruattets.relative.to w.ork.authorized by this building:petrnit:No (Address of Job) r. _ "Pool fences and alarms are the responsibility of the applicant. Pools , are not to be filled before fence is installed and pools are not to be utilized,until all final inspections are performed and accepted. S' ature of Owner Signature of Applicant e oleo 4r 3- It ;Print Name Print Name. oL Date Q:F0RMS:0WNERPERM1SS10NP00L:S �o v 1_' ''� � ,' �/�� ;� r //J `J/('/G 1 '' ' � � �`,� ' � � �� l � � � Ili ev CONTACTS IMPORTANT SCHEDULE ETHAN ALLEN PROJECT DESIGNER: DRAWING INDEX- DA IRIRiDA -_ [r[rr:r.na,x°� ALLEVATO - ttlt'r--_—_. 11i5jiBiM mv xae A•w p ua our na's�'An;,y[s30dr � D ETHAN PNONE: 10.9-)OS-85J9�_- oo wuta nwonz D WG#. DESC GATE mpxl,wKna+m.pan.rp ssJama RIPTIpp .On.xIDL'.f K wrml a luSr ro f:lcx[�[xs SSUE awax ro v¢[Run a+w mWnw ron rparw[ O rew OR REbISED ISSUE O- ETHAN ALLEN PRCVECT MANAGER; - NON REVISED ISSUE 'tr _Yltr[AD.R POf ronrnKlAl sw NaTart warn".wsrwuaw rva[rrwr urin N ry ALLEN . D MxKI x9p[ µ4 ffC tN S " akx WNaKK'x 9Wt - _. _ - - PHONE: MxW �_.._--....�_ 10.1-]JJ-R392 npoRm nNpa - mvu �uLLr ran;axf¢ 'CSC COVER SHEE7,.CI:NERAL NUTFS nND DETALi,$ anA'Avgsfl.tirc t anm cw mmgr GO LIFE SA('ETY& aNAil roowx[' (vnaw wx 0 »aasx m CODE SUMMARY SHEET EIIIAl1 AUET!OESR,N CEN7CI7 IIEVEI.ppy(ENT: uRn mxp mA '� °" 'a"P maw ns saaxN�bAaf �1 SPECIFICATIONS AnI1G dEr(NRA(N (�)Y[IXs rwQ m aEONa rrggty, �`�-- _ a rN a a''Sri19pF rw apgu D2 SPECIFIGn71DN$�`-""'- --1(U-ra}-e3Ts s s xw Iron°o ol� ono asarc na+ -.. _ _ - -Pr10NE !¢aWart[➢qrq ra [agAAv�adrwGlf a aaaubr. ETHAN ALLE a� u W'r N v w[ i4%pxm srrta n; 0 NTERIOR PA_R_ ON PLAN ' ___ N RETAIL INC ;N[�s paro"[""`r - — CORPORA ~y_I:1~WALL PARTi I~1 fa[lrnM R P fYd@�y �p pA+x[xawd wN ' � CORPORATE ADDRESS; oan[m oerw nAz ws �ON TYPES '---•___...__--.•--.. E1HAN—IEN p.pgAL p,_--_- e.mm¢ rql ate. 1 2`^DOOR SC IAR ALIE K. M�fan Aw s m[w roxva a nA ana nas _ HEOULC ANU AOD �-� NEW DESIGN � IRON WALDL TYPE-�`---- Q . 1]J L W LJ E SI CN CENTER L N rr p p mex s (aurera'srwf[wmoru[A[ FACT012Y N9NUOW.ELEVATIONS AND S _1-1 l .ROz I9lS vaa tan tm �1 µ rrer�mArts n wiwmA�srmm[ty _ETAILS .' ©q - DANUURY 0��, _ �i xa[�^ma¢ ay�Krt cprstprfnp,aa:,nrq.ra 70_EEPoOR ELEVATION- $.Wj lhl$ICNACE�� -'-- O V Q y FAX: 10J-I<}_gsyg [ ]vsrcmv a sxvv mxax m aniv uswm•Ns 2.1 MONUMENT SIGNAGE -- '-"^-------__,:__- ------�_ [wesw"n"Art arrsaucvrx. _ _ + aart raad[wvrpr sro w[nwrAwrs aacrav ar 3L REFLECRVE C.EILIN�PLAN_(CFILINC_CONDITI-ONS�'ON---�y) -^ - t'aavrtx¢saucmr m,wv sums Kasus nLawiv Ae smawxE S 1�REFUCTIVE CEILING MEP COORDMARON�PLnN LOCATION MAP C — o .. RESPONSIBILIT` SCHE®�LE 10 FI OORItJG FINISH PLAN - 50 tVAll FINISH PLAN "- o - M GO MIILWE...� PLAN - M1[nan rAryxrsN itSgl illap' - RtrPL81 BY BI lIBTALL�BY �MILLWORK UET-.- .-q�L$g- _ O_ AL rrN+exra P oEvW kuln ;[mmvbxn anwxctm G2 CASEWORK.DETAILS-INf ORMATIONLOFSK _ -e[mxap arPon< mna aw nsc[m 4 3 C-ASEWORK DETAILS I I ,a ON _ 'w'r i -_alrwntbv cov 69 '_---'__--- INFDRMATIO�— N DESK ANA o _ N � kf r[s uma+5nra aalMamu- CASEWORK DF'lAILS 1 TIER CHAIR COLUMN O - "r nrwmray. J d ctm[[ awp[cba fi 5 CASE,W(91'(K DETAILS-I-"'-- DISPLAY lA�jl( � ABRIC WALL DETAILS o m mNx.(m uw rssnvnnmr a[[n M[u01 mrNe[aw G.fi CASEWORK DC TAMS- .' ucaapnau[r� [" u ad d _ �t'e _570RAGE COF BOOKS.fi 7 CASFWORK pE7All S OUICK SKIP -i .. ':swA�i laws " MbrN�as>:aat sturA"[a:r emttxaxl 5[amn [rrw au[ wn twm ae 68 CASEWORK _"'-/DESICN EARS.. -----_® ETHAN° _ ^f u[n [ew,aNa arrrd s_�CASEWORN Or ETHAN'HARDWARE AN LCS fig DETA`_i -OO.-, Q.RUC.SAMP p� k�,rq na ea u'c"aA damns[awva"r" 5rw9[+ - G 10 CA$EW()RK ---5-EC!)pp hlNl$NE�AND SECTION VIEWS �•�"-O -- A L L E 1 V Ill. m(m[R - _ __U-TAILS-fALL UESI Iva"-W[n mu�R G II CASE GNFR WORT(STATIONS O +atix ip,I,,,,n,91,RJ. a.'ft.NpnarS �- [n I ram WORK DLlnll$ DESK.hICIGII LIESICNf;R WORK^ ------ to ern�.cum.r CASCWORK DE7niE5 STA'DONS -- m DESIGN,xc _ CUS7 CRY ROn CENTER EUIURE NUKE- dueir -:_�_ [nrp x mrxp G 13 _OM ART AND DRAP `015Y._ -"O ��/" ASEWDRK.DETAu.S OPE•,N 9TOR c LAY DEVELOPMENT . EMANAILFW.T - SW1S f[ rtR _ A E W RETAIL I16 sumac rnuv a[,,a[a y[d m,Mrn 6 I4 ASEIYORH_ ---- n2 'U TRE__AMI: TS/THREA—_Dg��-`�-Ap vpca n0E Vr V awNL XIJG - '--'Ti•".u,v,r, nrrwr.-..rar lu'd u errum ,,'r" OPEN STON /COUNTERTOP&BOOK -- --$ .IlcnoNr,n: rrc meu ur '--- [d Rlrntrt y-615 CASFV/ORK DETAILS L &PILWW ST017AGE s..a , 1+ Lx¢u��vxtL✓luTxi 7=-r [nu u[mrpd Cn ------------______ GE CAR - O narrr.eop.,�rrour re _ +rx.,sn„ rcai auna'�iR6''4 it a4('t rrF w'tx wFK'RKR [nra'--_� "u[Aa.. 70 MILLWORK PHO'LOS NEF .- ----- w[_cu [ u d at ... USE_FOR ERENCE O t�vfi- _RACKING.PLAN AND DETAILS- ,:.�¢!/,� -Y • � T '- 461lrrciS- 17 RECEIVING AREA O. ./ A'i+T mwpnirwoyt xm ,anon¢. ^'[v [ m _ys[K,t'r ES7ROOM L.-__-LEVA'RONS AND DETAILS .-- ---•- -_' `. niwan a.[mtwc tyn ..!x_.rM[x [vuu Nux afre¢[x .._MI MECHANICAL LEGEND,NOTES, _ M MECHANICAL SCHEDUL[$ I- O numiaa Nm wu mtva A ro outma Lmavwxn pw law raauanl d w1Ap@ ad rsmn ANICAL DETAILS AND - Owp.crpT ,M3 MECHANICAL PLAN PLUMBING A carpAxrs¢sna9t[rm o.4 F mxaxcld pl �._LEGEND.FIX T � TORE SC_[IEUULC.AN�U_NOTE,$ O Sir G.=U '('VQ..la f„Ef _ fwa A m olNr-ap Ia urn Iwa' Src N A SK map amnw - P2 PL(fMDINC Flli$1 F ..o - C9 w nNNwmx,sro mt rd rsxoe nrxrvpa mmr m x, - -I LOOR-^PLAN- Z O N . - fWamnavus} Msxpt ASa bn[n I[a/va n4;A ncit cauaxra meats wanavx unapxaP P3 PLUM11IN1 ROOT,PLAN" - ry _P'/ PlUMBIN(i SPECIFICATIONS _�- y O 2 #..� ABBREVIATIONS __ n ©o ADDRESS: - A, TIONS _ - FPI FIRE PROTCCTION L�I.CEND DE(AllSyrl �- -'� __ ?SOUTHWIND PLAZA ,LLhP2`FIRE PROEEC 11()tJ FIRST AND 5�E, CATION_$ -" O z Z. u mmamS tmbr. nrcaxp w FLOOR PI.A-N O Q !7 Ol Z 990(YAPINOUGH ROAD ,m. ,"A"sa„[. p[vuw p't"idR tmmn _ EL_ LICFIBNG PLAN '"anL [mtarw trt Sol SiNAMp HYANNIS MASSACH Ki raK rmmc am ' "�" q re sp S __E2 �"'` _ USETTS 02601 Eo. raw urx ,,. �. naa. _POWER PLAN smc[. smrw'ro'AiwN. F3 CLECIRI&L DETAILS " _-_ _Ixs. ±os •av ucw.na[ ra o wrP arPtrm - Q asn room Ma rtouNsw. wAr, mnx¢nwA Kro, rpYpx E4 ELECTRICAL ROOD P- -��'- ARCHITECT: DEVELOPER: u faaan .. r ads Mdw,w_nr�rL a veano �. Ln%_ '-'- ALLEVATO ARCHITECTS INC. as mxA u[ Np w " a<Q �roA� _,_E5 FIRE ALARM PLAN THE WILDER COMPANIES,LTD. `a' aaP'" �a�m. 11J°°5QN1 C° Aa'i"troa1L alma _c__b eLECIRICAL SITE pj,nN. 31 HAYWARD STREET 800 BOYLSTON ST,SUITE 1300 ' mnaea � m: [n ra ma"`"r410 _ -' - -_ FRANKLIN wr. apmptrw ro t'"ss '2 rcm ` masrtx Lusq .e E(.ECTRICA�L,_R;,. .-. _-- --' O AS NOTED M0 02038 BOSTON,MA 02199 a"' a,x.aR '®. `+�"'mNm ''° �aAnu nw oral - - E7 RISER DIAGRAMS U SOB-628-0770 cna a> wlwm wa rrN1°�""'xen,ro p!: cuoxxr "" CR ClECT1RCaL SP CIFI _ '- ETAIIS.SCHEDULES O 617-247-9200 _ atw "" -naa'- E CATIONS r-- O -" T'Mn cs�o.le.ls CONTACT:VII ALEKANDER oaprAfON1p' � .Nro°f0n '+� nim' Amrp'aA a`rc"n wL "A"I F9 FIL7F.ALARM SP �• CONTACT:EILEEN BOYLEN im'[�n W[n �a i w ugrinax xrwax "[n 40. :osaA "'� wet rcwl _ECIFICAII^-DNS -� O B. °6.Oas a. [.wr t m nt rrbn .a w axrm ssl. yyyAj AA MRP MDR '- nmsaaw oar wc.m./\(� `s f„E PACKAGED ROOFTOP CAS FIRED AIR CINdONpNINC UNIT SCHFOUIE CCNfN01 IY�mPlt1NK � _ wanru mawo cxawm rw nEcmlrx onlA.u _ - MECFIAWCAI LEGEND xm caw anawN a n a caw wanrc w wnv A xEUA9xs — A L LE VAT0 ems caw 4rrvaz __ - ,� ax ale �' was _ avwn nk[s bur vars ows[ Irma uas -mcc dirt lemancrl"rA Sta�'. --' oksam=,roN er�.,rn,y.nn«rx u.: mJ �' tsml- uma I"a x+mw: rrerwo ws,xe �� awmw smuwc urcl ffli _ m ra0 irMLL. �M.W...I MCwpw nM my-, .— rma r .ea � m laoo i� CDC OO �®Q7O OO®® }---j acrmar rsMac swU • rmD � a m' „� o®® o® nr�®o o®� �flN-a xam a e, l26 eaD e n r5l m ma aw r-"�"'�`t Wfrbvmr�w,(ySM.0 lbmE ISNaE I W. ID r- r5ae b I Mal, O© QI®mm(1®ED m Z att'uaew/anxA 5m0.Ymwa:a4A lP l�bll[SD Nwa(P war.xq flMdxw.NVmw.Gy �l rlb a IW ,y ra , a Iil M rlW � armor a..rra a:xswxr.uxmr.awrN O DbvwlruammNa.r ee carnroirs_ma cam.ens >r sm xmwvi-wu I�roaE ccm>,an mnr wmurw omwln alma �m 00 OO moGl ow® O uawwx+lamm mrva xn wa+wrx w ®rrlex�a+r swa ammnn•wrwm m o rrrtxw surn ams4w o�mr wa4E ar wax an ax racmm wuum ❑ Or aRleE aM mr wnl whir.�na bmzelm lmms - ale+a - rwn larc n�wu aw auu rm rre. ®wmxat eiM arabsna eels ©ma x vau Dmmwerm sxul a asroma roe - a�s a xa srxc a coca.srxNc omen waa m 0 anwaawAmmm rower xa anmx w �•••aawN a umrxaw nw a.m � � 0 warx wsw.ucl:.maarw+.mumxra ❑O mw+r+aoAmu sun.mr wsrinn mM R I E I R dcrxw RA—mn m Nxrmrts ow a o x�xa ama m�xx ax xna' lAN SCHEDULE ® abuic smtt,nni4lr anEw1 KISmT px[X: [ffCuarsy p—"m OIFFUSER AND GRILLE SCHEDULE--- CHEDULE ' m aeax 5 2 aru �' rw NEYAIXS aNERk._.-- --Hn4ik —_ —,—, �_ � C[xw flriWyrnwynr axet M.aT caw tw aawc rralr A-) nxar uav ma "D"q mos xrswa uo 4a am " xxarlDNrml RD,wxs smmz ubrex. . _ tt_I asrxoar x¢wow m oe as _ r n — —_rw Oral surww � moa off lcuwas amx -- cal draws seems KT a-a asraobu aiasm m um b,> a m s^�-"°r4°' m 00 CDQI6JC]r p Op a-w e — In mttvc cams q{D� W .W GxplamU x aGfairn � Q .. O¢uc Dowse rµ ®row memulx¢��iam"a ova ro xa:s nl I affDDs um wcr.4mrx - ;s-.la O 00,QNllW-I-+O® O ® ,v .-ur '.rn m� O®. .•^ amrxtt?sow xnemvas ro cats sl Or wmwx rm wnl wx sorror ' O6 ��ff wavrnn sa®mmxalm mfl m axxaae -® x:a s-xxr s ® acre-ace xa.am- aa"raw wiermr ww,ro4 r w+aax O ralx awrm m ® 0 Oo 'O anal • ®- mrz r-,,, llo` � Q Oo © owls m rnmmvms sbmx - rn @ ® 0O �' rw»xa aDm ® ralx t-wxr No,P ELECTRIC UWT HEATER SCMEDUIE CENFRu : _ uxx 1'EWr19lM'ry: FiFcimru. � 0 m OO au 'ems rFn px wIIE ' wrcslorf. r¢Nawc4 ® larx a .mus � �wnw.m amxx+nva 11 vc acunr n sua:. mir oll- cars wrl¢ nac lmrtz wvwrrex - p rarz CD f9 O® mwmar r�r"m,m ,� Tree camas resaxm arswa *x me O p O® ' nxl-I mom xau a.a .xti - lrrvw xwe wm+ur xn a mww dr(D nrnauze uxn room o Q� m m a °�" E T H A N" om mDaa wxa Ma. a o o Q m� O A L L E N o Nn m w l m, rw r�m ISM Mix �j I"cm.nw smwr r O mum a-w was ra4m mm� O m ' ®® OO® was cam u¢ . xDexan mmrw rnowc waurrs - L mx w x 3 x/� robs raW+¢mrimrNnwE DESIGN me BY-PASS W%SOIEOULE } 2l—lJ a x/+ o- mus m O O® uwcs m wu/cam - CENTER �" axFLO PEI><damM'C PlaAaf Rfuwxs ( O xuo niu ,mlo rma- m COO o amr wean m anrc wa�im an f o .,wa OO O O® xrs ��uanr mortwma __ tmA Iaul Ica wg IN awn rmc resxuss ® "� new OO Or OO as 'w�f canm,wD raraxmw caw xu.rmn rmxa C$J ma ly. w nNs CO' OI O am flcnw.zm wax trwo o,_r avwawalxr: rn al <m po- m O rxrmoe luxmm,nu4 r cswuer✓ttaumv,m O y amivar�w" WW O>m-cars rEnxla cal s a❑ales ame waumx m lax Ncurc am- m O©© o ®w a n.mart —muxa/acnrum raq smav xn F N w o aualxs m wee maa unwrs ns t Dome ar¢ w.ms a.W male ran 19 x+ma/rmwc/xmwbc aawvcaaa samwuo �i mrnrnrma sea a.�elnala.ro we x. mrramisw - ® masrx.=o_roc..scars sh'anrs.un corn°asnlnmi waarlms. 2 O F- CilaawrmwmNLwvia«ue an man sews m . { ww,man rta 'l/'�woos.°�rwuun m aw TAG LEGEND If 1��I mmwo-a O a=U. Q)waawra mor nalbxr pzwmav 0 mxam O mvc m awml am 4xL s bmnua a axe mr.ux,"wuma, rOwm Iwl (YWW' . o aroma x race rnwam amm�arm aabxx a m ramm scam rs N-wSINq �--mxa rm/ J.� �Z Q . wmeuro rw aw.rsasms: alb rs• 0�n'.waevmil Q F=-Q�mlrarrx In xncsms(saw rs roe mwum m e omrwm senor a.rap. owoms V O rn (s ''�-vuxc m ax bmarml aZ 0 o Z. d �} H S nN Ga - b,OOp 6,945 GAD% nORI'i 1 aaa m . M1 I V M1T """' - , _ <.<_-'"_'-N, =L-,: FOR ALL - ''`"'� -_.A7. .�,..�. .. zoo 80 "` Q .�.,�,h...._.,_:,300 100 300. t IN 80 _ I- -- I 300 2tl x10 _._j20z14 - -- .-w._......_.. I a pq `I �, I I _ (ON.. "IN oo— —Dx181 80 EXH UP,TERMIATE A MINIMUM OF S-D'ABOVE ROOF 2 ' I r D; A7 . WITH VENT'CAP.PROVIDE VENT r � _ 7 1 00 --.i.-_Q-�.` ..., �.� t. �- +p..-_... 18- I it CAP WITH INTEGRAL BIROSCREEN - 8 �'- 20x18 60"" 1 I - 250 t\I Il 80 A2- _8P- �- 16x18 1 '200 ` !I 9P�t- ,T - 160-_.._.` 2Ox1 .!;.2 qO T ZS 1 zoo I._ '. a' `�, ` soo _12x10 I,i 90-a J. 72z10 fD4 ��_ - IK 100 LI( 16o'i i — wt ioxiz` i D7 IT - 100 ' —— 300 �. 300I tOxiB I® ;fOx18 001 I�.-,.. �D ---�-- 300 .. qt ._.- _ __ 1.,..,_. — 1 \ 300 20z18 T16x18-- I 1— — pp ©D 87 54'-1 I N ROOF.20x8 & UP, N O _ 11FICAL FOR R71J-1,2,3&4 S ]UP COORDINATE E,(kCT LOCATION �• �~ D 150IOU 0 \\3 I - A7 A7" v WITH ARCHITECT&TENANTS -t-- --. ( — _- _ - ON F) ( 300- _ D } 0 0- FIXTURE PLAN,TIPICAL FOR __' .(ON �0' ._..__ _I� _` _ u ALL T—STATS i(`I 20x18 I )..I ' } 80 _20x18 100 . 100 -:..._..�_ 1 18x12 ry00 8x1z Aso 12x1 .100 1-`;• -- 1 - _ � �I I 2 I100 100 �...� 300 4W ALLEVATO I- NOT Wes: PROVIDE 1•THICK ACOUSTICAL DUCE UNER FROM ROOFTOP UNITS k BY-PASS 13ON TO'THE E%TENT SHOWN.DIMENSIONS SFIOWN l3IF'IR INDICATE K CLEAR INSIDE DIMENSIONS AFTER LINER HAS BEEN APPLIED.INCREASE OVERALL DUCT SIZE AS REWIRED TO - -" .ACCOMMODATE DUCT LINING:IVICAE FOR ALL LINED DUCTWORK. :` 4 I _ 3 mr rtaas 4w. - le-°xu}3 MECHANICAL.NOTES C4mKI01 t6t!11[A 1 I h <�..� � � ��� & ,�,..�, ��•ate arax i i M uulm nwaT wcB ac u�xm �( ° v`z'aws L BF rmrt - ermi rc rw l e°°r "`P C7 he`I c� ®-vzereals-wn m.te �- nm I C� - p urN+m exam 1 mvlwcr uu.purrs ronu .. .. b 4 ice, c�Tf s ;IF� i� � ,i �� ^ � »° ALLEN Fan'. i /LL YCl�tttt 9tlu 14 YreE4 61�x DESIGN un I� r t ,m CENTER DEVELOPMENT Ir 3E57,. .� j .p..® I751 CU. �i '®f S[ I�•1 i w t f � Ap..� .i r.��icL 1°WIY•9 Kill�1 _ � �.4ieWCtYar, °4+ '»rcA lei $%�wi, t -�+•- i(rHmercl b e: I L' ` L a.3 ry I. orta. 1 7e a or- IS mm . _ 7 '.` �re�a" i':' ,..�.`a klx'sa'+ .ifi"��. `.: •.�: '.: e-. a }. 1 '.:�... Z z o vi `] �<Z r j ` LEI >>w o;-,Z 3 `JOMECHANICAL PIAN s�v.-1 e � vB•�ro• ' GAO eDRW M3 i roes: wArarm xaxm apr,awl ., .La.Ecmll o aruAx Avu a amrtn avm cue nLa armarax ro m aln A L LE VATO. >. aml[ aXuvrowminurr mrNxx rmu oven wm �xrro wc_. ansm:nNL AXM W a.wx amw'D4amx1 vaune Wwn� �a¢[�� ..tl,y.. a mXacrax la urn ear Awl d Xm Waap H:s vmar an Dec x aDv¢niDn uro Lace Daewi. _ mn axsmaorc - — . .. I�Irt�.Lr anls�'I° .00lbrcmaa.nm w on _ Kxrc�a awe n[XuzIW,ay <_ s-o•WD _�—�- // 1 r�Dw acre rev aro¢dmx/ fmn awe am sLw.tt[ ..�D mmW av¢xmt Ir(Lea) ru m uc100f ro mn Ynuseac rx¢x / as[urtn amnl,st wrwm ran Am � v ^----_—Iml omsln ruin ua sLsv[4eomuc avx i�s n'ro m•�m nn .. rmmn•Naa� UFIVIDr ruL.RrrFA rp - aaa,ra _ r ¢¢ WW LINEAR DIFFUSER CONNECTION �NIS GRID CEILING DIFFUSEVREGISIER CONNECTION DETAIL — -. NTS supftY DUCT T-FIRANCIT DETAIL TITS - F--�ro' ��-srt nort r_�� au w•_ - Ne�osLimo-rm�ir o .. Wv.luvan I mm me cuBv acr war ¢aArxrmn(m9 /—uaaaD un M1°ava N�mr'so�m[rs° � .irNrmm aaa •, 4f wwm�� raD axs.W Hwam —_ - �—rxxansaa sla m a. — . Am aria A<txs m K�- am nlw[nose DmmKS nA CW�ES - �DH '6K mrtUl AWL H 6rim m NwE mR a�aatDm NYA eaM amr AER �:XMp[lunara vN6 a aWb.am Saxmx6 n®Bs Hate. Amslsvvrx wrr rAvn�ro lmmarvWnmmeps iai. xawuvn: Hoer:ea muWar na�i6HAN 1I¢axr�w •w . • m a4rtiD.aJa ALLEN DUCT RhvGER/SUPIN)RT DLTM, !S ROUND DUCT DUCT TAKEOFF DETAIL - NTS .11P X 9V DUCT ELOOw DETAIL. aWaLrna ---- TITS ACOUSTICAL:DUCT TIRING DETAIL .-»-- emex-xLae. 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[wrv[n Bsrw sL 4na a+rpnm uw¢wm m wnNrxLn Nm a4 avr a rIK imwmH nl�'mro[wnna coiamss .I NAuss env[m,4ilwr ux um Oor4A an Dvnera m wa n t y.Jy ' ►.� Town of Barnstable N e,'. i . .'o. [;� A° t .a �. •. y kt I �,,.- - Building ., a Post This Card So That it is Visible From the Street Approved Plans Must be Retained on}Job and this Card Must.be Kept, ,a - '^- Rt652 °. CI .-�:-;:r t ...': .n <;, t rz,.. ��' .<u;'�l`'�" .,..:` .'":'• t _.`_ '�,= ,�; iG s..t..:. a 1 , mi P• er t «~x�' Wher x �rtificate;of Occupancy,is Required,rsuch Bu�ldmg shall Not be Occupied,until a.Final Inspection•has been made eaCe , Permit No. B-16-517 Applicant Name: Pretorius Electric&Sign Co Map/Lot: 294_004• Date Issued: 03/07/2016 Current Use: Zoning'District: SPLIT Permit Type: Sign Expiration Date. 09/07/2016 Contractor Name: Location: 990 IYANNOUGH ROAD/RTE132, HYANNIS Est. Project Cost $0.00 Contractor License Owner on Record: OCW RETAIL HYANNIS LLC Permit Fee $200.00 Address: ATTN:STEPHANIE WARD Fee Paid: $200.00 BOSTON, MA' 02199 Date 3/7/2016 Description: 2 wall signs 50 sq each Ethan Allen f Project Review Req ` Zoning This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced_within six months after issuance. . 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.' Minimum of Five Call Inspections Required for All Construction Work:, 1..Foundation or,Footing 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed, 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection: ' 5.'Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Where applicable,separate permits are required for ElectricaI,'Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have,access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site' All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable ECEIPT ` MRNSTABL& ' 200 Main Street, Hyannis MA '02601 508-862-4038 Application for Building Permit. Application No: TB-16-517 Date Recieved: 3/7/2016 Job Location: 990 IYANNOUGH ROAD/RTE132,HYANNIS r Permit For: Sign Contractor's Name: State Lic. No: Address: Applicant Phone: (508) 584-4626 (Home)Owner's Name- OCW RETAIL HYANNIS LLC Phone: ' - (Home)Owner's Address: ATTN: STEPHANIE WARD, BOSTON,MA 02199 Work Description: 2 wall signs 50 sq each Ethan Allen Total Value Of Work To Be Performed: $0.00 Structure Size: 0.00 - 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568); - I understand that pursuant to 31-275 C.G:S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. - I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is'true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours-in advance. Signed: Pretorius Electric& Sign Co 3/7/2016 (508)584-4626 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $0,00 Date Amount Paid Check#or CC# Pay Type Total Permit Fee: . _ $200.00 3/7/2016 $200.00 1896 _ Check Total Permit Fee Paid: $200.00 1 rt THIS IS NOT;A PER .. _ _ s OVV , �: a Town of Barnstable -< regulatory Services '"M -014 FS 22 4i j [Richard V.Scali,Interim Director 0� l -, ; •` Building Division Tom Perry, Building Commissioner U!I/p C- .00-Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us t'^• Office: 508-862-4038 Fax: 508-790-6230 Permit# Building Official approving Application for Sign Permit Applicant:__: a,q<�Ii� --Assessors No.-----=F------.� Doing Business As:_ [�::� •'—Telephone Nu.__-- _-- - Sign Location -rz � Street/Road: qQc) n Zoning IS Wt ���1 Highway? Yes/No Hyannis Historic District? Yes/No Property Owner , 1 �� Name:—_—��=LGv�A ko ---Telephone:: v v�1__�_'`'_� �n- vL_�W� _pillage�- Address: :_� 1- 0� 1 - -- V Sign Contracto 1 .p (,Name:---- ---- IX--,- —�- A% one:�VF Mailing Address:—( \� __ _ �� ��� � Description Please follow the cover directions.You must have:ui accurate rendition of sign with dimensions wid location. 9, CL-Q 1 (�--� �� ��CI \15 ` v �-- Is the sign to be electritiedi'' Ye,/No (Mute:Ifj-es,a wiringperniitis required) a" Width of building face�� ::L lft x 10= �.10 Check one Reface existing sign or New Total Sq.Ft.of proposed sign(s) �, IfJ ou have addidonal signs please attach a sheet&tJ4 each one with dimensions If refacing an existing sign please provide a picture of the existing sign with dimensions. I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of §240-59 through§240-89 of the Town of Barnstable Zo 'ng Ordinance. Signature of Owne uthorized Agent l�at1 Le SIGNS/SIGNREQU revisedl10413 i MEMORANDUM TO: Jennifer Vaughn FROM: Eileen Boylen CC: Kelli Burke, Rebecca Nyenhuis, Mike Pogodzienski. Matt Joyce DATE: 2.12.16 RE: Landlord Review of Ethan Allen Sign Package dated 1/18/16 Rec'd 2.05.16, Southwind Plaza Hyannis, MA ENCLOSURES ATTACHED The above referenced drawing has Landlord's approval. Tenant may proceed with obtaining a sign permit from Barnstable County. Please see below for conditions surrounding said approval. 1. Certificate of Insurance shall be submitted by Tenant's Sign Contractor prior to sign installation. 2. Landlord's Review of this submittal does not warrant compliance with Town Zoning, Laws and Ordinances. It shall be Tenant's sole responsibility to seek and secure all approvals and permits including any variances that may be required. 3. A copy of final sign permits are to be provided to Landlord prior to installation of sign. 4. Tenant and/or Tenant's Sign Vendor and other authorized agents responsible for sign installation shall coordinate with Landlord's on-site personnel 48 hours before scheduled installation. Contacts: Matt Joyce, Property Manager 617-438-6267 (cell) -"- APPROVED FIELD SURVEY REQUIRED HE WILDER COMPANIES,LTD, • 103'-8" �tlE�rr-�yl-2ti__ — — -►� Eileen Boylen,Senior Tenant Coordinator Date 1T-6° ® E F 44 N 4 4 STOREFRONT ELEVATION-MAIN ENTRANCE NOTE:AWNINGS TO BE PROVIDED BY OTHERS. ' Stale:3137'=1'-0" 83'-10112" 17'-0' EQ 10'4" ED Y -w --—-— ETHANIVI � IV o .-A U E N__ il2r o"I d fV N �crv' STOREFRONT ELEVATION-PARKING LOT SIDE NOTE:AWNINGS TO BE PROVIDED BY OTHERS. . Scale;3132"=1A" ��®��p - n-+u� Ri-2/4/16(MH)NotelhatUimcaprelainare&IetterreNmsareMack �/�Gw; Th., original drawls �L ^gy m o nccwntae: MATTSMITH na n^���n n mh nmmher: 23-35432.10 p an,z a part ar a w w �annoa aoJec Manage 1ENNIFER VAUGHN H A N p .r o1 e c t o i+wa�,z rw A L L E N JANUARV 18,2a16 ar d is not to or c.<Nbited. SIGN COMPANY D9 i_ a > A orao"'� VIRGO ARAGONES 1N oatc copied or reproduced er, www.FederalHeath.com n:vs a.e nr,i,a:,ernv n„r mo:rAmm na°�n a. rent:err,o >,n s>mp:,ro wv�>>,sans' Ounaatitters path out the written ermtstian of tl2e tteoll Recta,spree BehM1' CllentApprova4Date: OL c 9901YANNOUGH ROAD sneer rvumner: 1 or 2 Feder3l Heath Sign n n R?. Ne. Daytona Heath.FL 32114 Building a,aR SOUTHMNO PLAZA 23-35432-10-R1 Company. LlC or its 9 ry Slgnage Since 190I Landlartl va osl Numocr: ai Ithorized agent.CFHSC (38617!SS-0997 Fat138aI35a-03H Appro 1/Date: •••°•••"•a°°"�.n,°"•"„"�°°,.,,.,�,,,,. HYANNIS,NA02601 "en J ACE. APPROVED LOW VOLTAGE L.E.D.LIGHTING SYSTEM FIELD SURVEY REQUIRED U.L.LISTED CLASS 2-CONFORMS TO U.L.48&NEC 60000DE HE WILDER COMPANIES,LTD, I%esn p ty, Black Aluminum I.Etter Returns SY with White I terfor Finish 10,- ,FileenBoylen,SeniorTenantCoordin or Date Black Trim opRelainer� AWG Wire Whip Out Back ofLettar- ^(lr Installer to Hook-up to Power Supply t J White L.EA Modul (AIL WoU Penetrations to be Sealed w/Sili(one) N es O f 22 Go Metal Tronsformer Box Building Wall- co Boated Toggle Switch on Box I o i c 3/16"aeorA(rylic Faces W/Black Dual Color Wnyl on Face I 120v/12vdt Power Supply White Diffuser(Second Surface) (Mount In Dry Area Only) ETHA CDc Aluminum letter Balks W 0 Metal Pons-Thru In Wall For Supply Leads R K (By Installer) '® i Electrical To Power Supply In - Flexible Conduit(by Installer) Noo-Corrosire J-BaxAnd Final Primary Hook-up o Type Mounting Hardware i By G.C.Electrician. EM Appropriate for WOR Material E------ -----N---- By Installer Primary to Sign Location By G.C.Electrician A__L--- (Three Min.Per Letter) (12000 amp Circuit) 50.0 SCLFT /'Drain Hole w/Light Shield INTERNALLY ILLUMINATED DUAL COLOR FACE CHANNEL LETTER LAYOUT TWO (2)SETS REDID SECTION DETAIL-LED ILLUMINATED WALL LETTERS EA24-FC scale 1/2"=l'-0° 3° SW BLACK OF NIGHT-SW6993 BLACK ALUM FACE- &RETURN BLACK TRIM CAP RETAINERS AND APPLIED WHITE VINYL GRAPHIC --- LETTER RETURNS "R°MARK DETAIL NOTE:FINAL S12E WILL BE DETERMINED BY LOGO SIZE (SEE SPECIFIC LAYOUT) NAOMER.TO PROVIDE :AID b REMODEL CONSTRUCTION 1n 1n DEDICATED BRANCH CIRCUITS FOR An BEHIND THE WALL BACKING AND SIGNS IV PER NEC CODE AIDS a REQUIRED FOR THE INSTALLATION ALL BRAN(M(RIDOn SMALL w o (M TO W SIGNAGE GOORR TO FORWARD SILICON CHALK SIGNSPHIL"66RRIINDAr(ONEu AND VED SIGNAGE DRAWINGS t0 THE ON ALL PENETMTI(MS SMALL N01 BE SNARED WITH OTHER 10A0f CONTACT TO IMUH 71W THE R%RRED PROPEIaY Soso GROUND WIRE no CAR BE M ARE MAOE DUWRG(ossnumoN,TRACED BACK TO BRRAKERPAME.IS RfwORED. TO THE SIGN INSTALLATION. STUD WELDEDALLTHREAD FASTENER INSTALLS REQUIREIMENTS LIER MOUIREAWNI$FOR OF$WALLS Total:T.B.D.Amps ALL MOUNIED HARDWARE,SECONDARY EEgMElEFTTIIFMEIETALLAnm M 6 AND(OMIMTS ARE 10 BF PROVIDED ACTOR to PROVIDE 01 IBY THE INSTALLATION(ONTRACTOR. wO TO WEPUFS WALL DITEW4FRON 1'PVC SPACER W E#M12W,20Athiull5 RRO'AT&D ALL PENETRATIONSIN DIE WALL)WE TO BE CONPAEWW DUNG INSTALLATION OF SEALED WITH SmCOMEANOTOBE WATERTIGHT WRUFGBOLRPFOU)RMFOR SIGNAGE. ALL BRANCH CIRCUIT$SHALL BE ANY DEVIATION FROM FEDERAL HEATH BLN4AL t101E DEDICATED TO SIGNS(INCLUDING- REQUIREMENTS MAY RESULT IN DAMAGE U Dula vLgL mar RYL Samnn¢t¢rmn 4WMMUM RETURN GROW AND NEUTRAI).ANO SHALL TO ORIMMOPER OPERATION OF SIGNAGE, •reCRR Yaquq¢AareHIN¢m¢me Y. NOTBE SHARED LATH OTHEH.LOADS.. CAUSING DELAYS ARID ADONIONM.COSIiil 11 "Lear XglFe rq¢¢ttl(a n Yn[gn. •ISa IAIF A ILUgIgV Y SYFEI. ' IF IE DE�� -� x�SIW,e R1-2/4/76(MH)Note that trim cap retainers&letter returns are black q'"�tO'dip Aaulnt Rrp: MATT SMITH PrLim�l.—tion: This original drawing �1.� M �Dh Mrmhrr: 23-35432-10 prodded as part or a NFIC!Manager: JENNIFER VAUGHN E T H A N P l a n n e d p r of N C I " D JANUARY 18,2016 and is not to be exhlblmd. tea n AL L E N .pied or repr.dLlC,d .w.Da By. VIRGOARAGONES/JK $1 G N d COMPANY w� c, o Ie R rr�U Rn fr°a .wm�naa,rm'mgS,L+uIx Rrt'Tgw 'I ss.o.rm[xvrt'>>r g5arm. vimout me wriaen www.Fedee Rorall-ad,t Wea IS " " > •on ¢.r UngeMt¢q �lalmomu¢rrrFujowa�o. .ra - OLPAm¢Mealna.nPe 9901YANNOUGH ROAD SheecNumtxr: 2 or 2 p C r m I s s i t n o f IYytewi28 nnach,FIL Suttee CI(mtAppNSrdl/Date: Federal He,T[h Sign 50UTHWINDPLA2A Company. LLC or its Ix55.2901 Fah-n61251 BUTIAIngptAallLySlgna a + � HYANNIS,MA02601 �osynM,moa: 23-35432-10-R1 (386)255.2901 Fax(.18617!5607N g ,5 rice 190r Landl(nO ApproLaUDate: .....,,.ra a°uux°�na„xe•ene�Y°or nu uos' et lhorf2etl agent.CFHSC 4 FIELD SURVEY REQUIRED APPROVED HE WILDER COMPANIES,LTD, Eileen Boylen,Senior Tenant Coordinator Date 10'-W ED ® f I _-, - AL LSE.N'� r D w<.r NOTE:AWNINGS TO BE PROVIDED BY OTHERS. STOREFRONT ELEVATION-MAIN ENTRANCE Scale:3/32"=V-O" 83'-101/2" — , I — 1 T-0" 4EO�i� 10'-(Yl EQ THAN 'A L L E STOREFRONT ELEVATION-PARKING LOT SIDE NOTE:AWNINGS TO BE PROVIDED BY OTHERS. Scale:3/37'=V-0" 1 ®�L( a-. v a,.a+anr: Rt-2/4/16(MH)Note that trim cap'retainars&letter rectums are black N'nte'°'"'" Account Rep: MATT SMITH n°jea/L°cation: �his praNtl.dnaa part°If a `� a.orw,R a, - U—mmb Project manages JENNIFER VAUGHN E T H A N an N rmne: 23-3$432-i0 p l a n n e d P r°j a c t �+,+ ,+,+ ` `�' ' "' A L L E N and is not ro be exMbrted. a , " Drawn 6y VIRGD ARAGONES 1N Date: JANUARY 18,1016 opirn ar reproduced SIGN COMPANY u - �r m'ithout the wfiren Fern•ms aaieea on,:rs>,an na a r!Ili n,annen,a n., vniai.,ar,aa.au,cr... :,rau.::ru ar Maras. 0128Bederalwd,Suite E ,, G„�„:n "n"'-`"° n._ UL ���d� nFe ^ `,aom,„o^,06`,,"",m, 9901YANNOUGH ROAD sheet Numtx,: or 2 138 Bavllla Rax4 SUIte B °tlai`" - Glent toval Date: F e r W.i s s i o n o f 0"tcusaee-ce.Fn52na �p / SOUTHWIND PLAZA ederai Heatn sign 13861255.1901 Fax 13861 258.0211 Building ouamy Slgnage Since 19011 LanNafd ApprovaWare: •••.o•re onuuxmxa.xe.o„"„",.,,,,,,„,. HYANNIS,MA 02601 Dc9yn Number: 23-35432-10-R1 Company. LLC or its mrth°rized'agent.CFHSC J A< _ APPROVED LOW VOLTAGE L.E.D.LIGHTING SYSTEM FIELD SURVEY HE WILDER COMPANIES,LTD, REQUIRED U.LLISTED CLASS2-CONFORMSTOU.L48&NEC60000DE �� 6/wi? 0±16jl Black Aluminum tter Returns 5', 0' u with White I terior Finish 1 - ,EileenBoylen,SeniorTenantCoordin or Date Black Trim opRetainer� 717 � AWGWreWhip Out Bad(of Letter. ((1l Installer to Hook-up to Power Supply V? (All Wall Penetrations to be Sealed w/Silicone) A ____N While L.E.D Module s Ot;. r 22 Go Metal Transformer Be. Building Wall— Booted Toggle Switch an Box 0 N 3116"Clear Acrylic Faces W/Block Dual Color Vinyl on Face I20v/12udt Power Supply 1E T H White Diffuser(Second Surface) (Movie In Dry Area Only) �Ni I c c Aluminum Letter Backs n %Y"0 Metal Pass-Thru In Wall For Supply leads _ (By Installer) u� 4- »—Electrical To Power Supply In ® Flexible Conduit(by Installer) Non•Corrosive J•BoxAnd Final Primary Hookup o Type Mounling Hardware 4 By 6.1 Hadridon. N Appropriate for Wall MatED4 By Installer(Three Min.Per Letter) Primaryto Sign Location By G.C.Electrician ----------- -- ------ ----- ------ �--------- � (20v-20amp drmit) 50.0 SO.FT. /,'Drain Hole w/Light Shield ® INTERNALLY ILLUMINATED DUAL COLOR FACE CHANNEL LETTER LAYOUT I TWO (2)SETS REQ'D EA24-FC scale 1/2"=1'-0' SECTION DETAIL-LED ILLUMINATED WALL LETTERS 3" ® SW BLACK OF NIGHT-SW6993 _ BLACK ALUM FACE— • ® BLACK TRIM CAP RETAINERS AND 8 RETURN LETTER RETURNS APPLIED WHITE VINYL GRAPHIC --- "R°MARK DETAIL NOTE:FINAL SUE WILL BE DETERMINED BY LOGO SIZE (SEE SPECIFIC LAYOUT) CUSTOMER to PROVIDE NEW a REMODEL LONSTRUCmON AIEO 1 n 1 n DEOILBRANCH CIRCUITS TOR MEOUDE BEHIND THE WALL"COD AND SIGNS on"FIR NEC CODE Sal ACOM IS RWUaD FOR THE INSTALLATION Ill BUNCH(ARUM 5NLL1 RE®I[1m010 OF NEW uGOGE. CUSTOMER 70 iORMdfD WENET CHALK SHALL IRM OURMDMDNWRLLI AND APPROVED SIGNME DRAWINGS TO THE ON ALL PENETRP.NONB .SHALL XGT BE SHARD WNH OTHER Doi SITE CONTACT TO INSURE mM THE ROWNED PROPERLY SDEO 6RW NO 1YIR iXAi(M eE PROYEDOM ARE HAM DURING(ONSIRUCTION, iRAaDLA(NSDlNG%M RPAXLL IS RoWREO PRIOR TO THE SIGN INSTALLATION. SNF STENER F ALL THREM FASTENER INSTALLERREWDEBRNTS INSTALLER KOWREARNTS FOR EIFS WALLS 'Total:T.B.D.Amps ALL MOUNTING HAMUARE,SECONDARY IT 15 ME RSPONSIMLITY Of THE INSTALLATION LWRIX6 AM(OBDNTS ARE 10 K PROVMD [QViRlcTOR i0 P0.0YOIE ANY WALL SPARK BY THE INSTALLATION(ONT RACTOR. FT1PJ�0 TO REP EIFS WALL NAIERILLFROY ® #M 12OV,20A CbcNte RAO'd.T.B.O. ALL PHaTR.AMMIS IN THE WALL ARE TO BE BERG[OYPA[m0 DURING IXDLLLMDN OF I'PVC SPACER SEALED Wall WU(ONAND mR WATERTIGHT MT IMIRT(NG BOLTS ROIURD FORSIGNAGE. ALL BRANCH(AILUITS SHALL BE ANY DEVIATION FROM FRaAAI HEATH --.OIDILPTFOTO SI6NSaNfa00mG-... ROWREIDms MAY RESOD aI OANAGE .PRwu RLRL mnr�euLM r,Wn-Wra,®n AU1NaM11e RETURN GROUNDES AND ARE?rTRPL)AER SHALL TO OR IMPROPER OPERATION OF LBANIA, •INSVN WFA-FAW TAsaAFamxmauRA NOT BE SHARED WffHOTHER LOADS.. CAUSING OEM AND AMMONAI cost& Laxr NAL1F TA AF.Mull,UA.P—HO PLAIF A ��®��n mwla,A R7-2/4/16(MH)Notethattrimcapretainers8letterreNrnsareMack FYejea Location: This original drawing 1� o °N Account Rep: MATT SMITH ^n���n n m job nAN N e: 23 35432-10 Provided a part or a Ulm w w tarn-d FNojea rotanayer: JENNIFER VAUGHN ETHAN and is not to beeNrfoltdt "°n ALLEN�"'°" Drawn BY' WRGO ARAGONES JK Date: 1ANUARY 18,2016 roplrn or reproducer SIGN COMPANY "°` �"'`' "°` c Without the Written D91—�1r+H Rcr-lrl AW)N°t M�ICH Ac[w rnvn. [+uH Ar er TO Pa],cl S.mPlK ra[t°:t Lalar rarclr. 1120B.der Roams,SUN. Gi � OUade„eR— nA 9901YANNOUGH ROAD Sheet n-1-: 2 or 2 P e r m I s s i o n o t 1128 Berme Roams,SJIe a oyrw , ' L Loborx ,.NA. FO ^Ac[rva.. Client Approval/Date: Federal -eJth Sign Da1jr o Beech.F18111s ' . SOUTHWINO PLAZA RUIlaing pteNty Slgnxge Since 190E Appro ...°...,.„„„„,„„.„„.„„„,,,„r A,..,a„ 23-35432-10-R1 Company. LLC or Its (3a61265A 901 Fax(3W6125L1A217 Ldn0lcntl vaUDate: HYANNIS,MA 02601 oeslyn NumOcr: aurhonzed agent.CFHSC N �, . ��� ®� �9 dam„ y t ;; February 3, 2016 ' Mr.Thomas Perry,'Bu (ling Commissioner Town of Barnstable-Building Department 200 Main Street Hyannis, MA 02601 RE:. Ethan Allen Building Permit Application for Tenant Fit-Out Sothwind Plaza 990 lyannough Road(Ethan Allen) n4- Hyannis,MA 02601 Dear Mr.Perry: fV . On behaI'f of OCW Retail-Hyannis; LLC [as.Property Owner of Southwind.Plaza), this letter is submitted ,as evidence of Property. Owner's consent and autl>orizatiorr'',Cur, Ethan Allen and/or Arlington Construction:as agent to file an application for Building.Permit for work.to_be performed At the above referenced location based upon the drawings byAllevato Architects. OCW Retail-Hyannis,LLC - .By: OCW New England Retail Holdings,LLC Manager { BnTADLd,LLC g David 1.M len` Manager - COMMONWEALTH OF MASSACHUSETTS COUNTY OF`SgV Ut , The foregoing instrument 'was acknowledged before me on4brOW 3 , 20j by the �Aengpiee _ of Ocyg I NenAG on behalf of said company. He/she is persona! kI Mown to me or has produced: - as identification. LI AAA. CAESAR ivorary Public Notary Public UfCO MMONWEALTH OF My Commission Expires . ..... ..... ..... . Fe6ruery 25. 2022 a TOWN) OF BARNSTAyBLE BUILDING PERMIT APPLICATION Map Parcel �'(� �"'F 'RRISTABLE Application # -4 Date Issued S Health Division Conservation Division Application Fee �V, •0 Planning Dept. t. Jr(/_ Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/cH�-yannis CO J -,Ze,ale e c Project Street Address j Village Or Owner dress Telephone Permit Request ;�� VSquare feet: 1 st floor: existing proposedjd floor: existing proposed Total new Zoning District i lood Plain�-�NtEEE:�C Groundwater Overlay V�- Project Valuatio onstruction Type Lot Size Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) a 3 Age of Existing Structure Historic House: ❑Yes 0 No On Old King's Highway: t❑Yes No Cn Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) ='} Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial O(Yes ❑ No If yes, site plan review# Current Use Proposed Use L APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Number C-1 18 Address'i1 \1` Z.License # <271 _7 � `°A Q -Q)% Home Improvement Contractor# Email Worker's Compensation # 0 5 L-21�r-40 e"S 4H t�Z ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE " DATE /`� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCELNO. ' ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION r • FRAME Y ' INSULATION ' FIREPLACE j ELECTRICAL: ROUGH FINAL I ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL �. FINAL BUILDING DATE CLOSED OUT ' ASSOCIATION PLAN NO. I� el OF THE 1� , Town of Barnstable aUMszABLE. ' BARNSTABLE �. Regulatory Services p 039• Alb xsmnn�i cE o�e" C0w0s"'e"w�rs Richard V. Scali, Director 1639-2014 Building Division Thomas Perry, CBO f Building Commissioner 200 Main Street, Hyannis, MA 02601, www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 June 18, 2015 OCW Retail—Hyannis LLC For the Wilder Companies c/o Mr. Matthew Eddy Baxter Nye Engineering & Surveying 78 North Street, 3rd Floor Hyannis, MA 02601 RE: Site Plan Review 012-15 OCW Retail-Hyannis LLC, for Wilder Companies-Ethan Allen tenant f,99(1TT, aY enough Road`&65"Independence Drive, Hyanriis�Nlap 294', Parcel 004; Map 295, Parcel`0-15;XO1&X02 • Proposal: Construction of one new free standing building of approx. 8,000 s.f. The building is planned to be a single retail tenant space. This building will be part of the overall Southwind Plaza complex. Site improvements for the new building will include new parking for 58 vehicles, vehicular connection to the existing adjacent retail building providing full circulation around the site, a new right in only entrance off Rte. 132, drainage and stormwater management improvement,underground utilities, site lighting, and landscaping. Dear Mr. Eddy: a Please be advised that at the formal site plan review meeting held June 4, 2015,the above proposal received approval subject to the following: ❖ Approval is based upon, and must be substantially constructed in accordance with plan entitled`Ethan Allen at Southwind Plaza" consisting of 11 sheets, prepared for OCW Retail —Hyannis LLC c/o The Wilder Companies, Ltd. by Baxter Nye Engineering & Surveying, Hyannis.dated May28, 2015, Scale 1"= 30'. f .i ❖ Water utility design will require revision. Please contact Hans Keijser, Supervisor Water Department, 508-778-9617 for consultation regarding the design of new water service. - ❖ After design of water service has been resolved, impact to fire.protection for the existing structure must be evaluated. ❖ As a condition of the existing special permit for this property,,the design, materials, and colors of elevations must receive approval from the Director of Growth Management, JoAnne Buntich. ❖ Final plans and elevations must depict the location of the loading dock. ❖ A separate landscape and lighting/photometric plan accommodating fire department requirements is requested and must receive approval from Roger Parsons, Town Engineer, 508-790-6302. ❖ Upon approval of the landscape plan, consultation with Deputy Dean Melanson, Hyannis FD regarding the location of the Fire Department Connection will be necessary. ❖ Applicant must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan (Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. - • A copy of the approved site plan will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator -CC: Tom Perry_;Buildi-ng_Commissoner JoAnne Buntich=GMD Director Roger Parsons,Town Engineer,DPW Dep. Dean Melanson- Hyannis FD Hans Keijser, Hyannis Water Supervisor } Construction Management&Builders,Inc. September 22, 2015 Town of Barnstable Building Dept. - 200 Main Street Hyannis, MA 02601 RE: Building Permit—Shell Building for Ethan Allen Retail Store Southwind Plaza , Hyannis, MA To Whom It May Concern: Please be advised that Dean Mello has been employed by Construction Management & Builders, Inc. since February 2010 and in his capacity will be assisting,us in procuring the building permit with his Massachusetts Builders:License. Please do not hesitate to contact me with any questions:- Respectfully, cm&b; Inc, Sean P. Fahy President 5 y { Building Results... 75 Sylvan Street, Building C Danvers„MA 01923 1 t. 781 246 - 9400 L 781 246 9401 www.cmbteam.com i 9 Massachusetts -Department of Public Safety,. Qvvard of'B ilu•nr Regulations andStandards:J. i y i 2y..�a��vnS a.. ` Construction Supervisor i License: CS-077826 DEAN AIELLO `� a-= •� 4 Samuel Raynes Kathy - York ME 03909 �� s :t .j.. .��11%e • ,� �4� Expiration Commissioner 06/18/2016 a Unrestricted-Buildings of any use group which contain.less than 35,000 cubic feet{991m3) of enclosed space. Failure to possess a current edition of the'Massachusetts State Building.Code is cause for revocation of this license. For DPS Licensing information visit: 'www.Mass.Gov/DPS'' s Construction Management&Builders,Inc. September 22, 2015 ' Town of Barnstable Building Dept. 200 Main Street Hyannis, MA 02601'. RE: Building Permit—Building Shell for Ethan Allen Retail Store e Southwind Plaza Hyannis, MA To Whom It May Concern: ; Please be advised that Construction-Management & Builders, Inc. as general-contractor for the above referenced project has a standard operating practice of requiring all our subcontractors to provide us with insurance certificates prior to commencement of their work on the pfoject.site. Upon final selection and award to 'subcontractors we will procure and provide copies of certificates of insurance evidencing workers compensation. Please do not hesitate'to contact me with any questions.- Re spectfully : cm&b, Inc, - Sean P. Fahy President Building Results.,. 75.Sylvan Street, Building:C DanvQrs,•MA 01923. 't, 781*246 94010 f: 781 246 -19401 www.cmbteam..com rA f ' 7 3 1MAM 6 Town of Bahistable L Regulatory Services - Richard V.sca%Director Building Division Thomai Petty,CBO •18ailding Commissioner 200 Main Street, Hyannis,MA 02601 www.town:barnstable.ms.ust Office: 508-862-4038 Fax: 508-790-6230 Property Wrier Must Complete and Sign This Section If Using A Builder., c^ ;` .. MA er1 as Owne&.f the subjectpxopertp f went' Qx� { s, hexebp authortze � �CCaC�idn _ to act oa mp,behalf in all matters relative to work= o&.ed by this buA inv Pe nit spplicstion"foz . pcz�ese� •�Wtan'R�.ler�. . w (Address of Job) __.__...._._.._._ • Date � - - - . h w Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side., QAV1PFUES 0RMS%uHdb*permittbnnslEX%W.doc Revised 040215 f -The Commonwealth of Massachusetts - Z Department of Industrial Accidents 1 Congress Street,Suite 100 Boston,MA 02114-2017 '- ,M www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Le::ibly- . Name (Business/Organization/Individual):Construction Management&Builders, Inc. Address:75 Sylvan Street, Building C City/State/Zip:Danvers, MA 01923 Phone #:781-246-9400 Are you an employer?Check the appropriate box: Type o fproject(required):- 1.Q I am a employer with employees(full and/or'part-time).* 7. 0 New construction. 2. I am a sole proprietor or partnership and have no employees working for me in ❑ 8. E]•Remodeling any capacity.[No workers'comp.insurance required.] 3F�I am a homeowner doing all work myself.[No workers'comp.insurance required:]t 9. ❑Demolition 10 Ej Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.E:]Plumbing repairs or additions 5.dl am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.�ROOf repairs These sub-contractors have employees and have workers'comp.insurance. 14.❑Other 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for,:my employees. Below is the policy-and job site, -- . information. ` Insurance Company Name:Travelers Casualty Insurance Company of America Policy#or Self-ins.Lic.#:UB6E068394ACR Expiration Date:08/01/2016 Job Site Address: City/State/Zip:' Attach a copy of the works' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverages aslrequired-under MGL'c. 152,§25A is a criminal violation punishable by a fine`up to$1,500.00 - and/or one-year impris1nme�t,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violat r.A copy of this statement may forwarded to the Office of Investigations of the DIA for insurance coverage verification t r I do hereby certify u der the par' and penalties of perjury that the information provided ove 's true and correct. Signature: Date: t� Phone#:781-246-940 Official use only. Do not.write in this area,to be completed by city or town official. City or Town; Permit/License# m Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector _ 6.Other Contact Person: Phone#: Information. and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the; I . receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required.,, Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth not any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter.have been presented to the contracting authority." ' Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be•submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of . Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will-be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current' policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 1,00 Boston, MA 02114-2017 Tel. # 617-727-4900 ext. 7406 or 1--877-MASSAFE ` Fax# 617-727-7749 Revised 02-23-15 'www.mass.gov/dia Aco CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDrfYYY) 7/21/2015 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 endorsements. PRODUCER ' - CONTNAMEACT Dell Sel - The Driscoll Agency, Inc. PHONE 781-681-6656 FAX o:781-681-6686 93 Longwater Circle E-MAIL Norwell MA 02601 .kseip@driscollagency.com INSURERS AFFORDING COVERAGE. NAIC# INSURERA:Travelers Indemnity Co 25658 INSURED 218609 _ •• • INSURERB:Travelers Property Casualty Company 25674 Construction Management&Builders, Inc. INSURERC:Starr Indemnity&Liability Company 38318 cm&b, inc INSURER 6:American Guarantee&Liability Ins 26247 75 Sylvan St., Building C Danvers MA 01923 INSURERE:Travelers Casualty Insurance Co.of 19046 INSURER F:Charter Oak.Fire Ins Company COVERAGES CERTIFICATE NUMBER:44737152 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,'. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR -" TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER- MM/DD/YYYY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY C06EO9_01181ND- 8/1/2015 8/1/2016. EACH OCCURRENCE $2,000,000 ❑X OCCUR - #� DAMAGES( RENTED CLAIMS-MADE PREMISES Ea occurrence) $300,000 X Contractual MED EXP(Any one person) $5,000. PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: -GENERAL AGGREGATE $4;000,000 POLICY M jEC LOC - PRODUCTS-COMP/OPAGG $4;000;000 OTHER: y , B AUTOMOBILE LIABILITY id 8IN D SlLEIT (Ea acent $1,000,000 ANY AUTO - - BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED - - BODILY INJURY(Per accident) $ j AUTOS AUTOS z x HIRED AUTOS x NON-OWNED .. PROPERTY DAMAGE., - $ AUTOS • - _ Per accident $ . C UMBRELLA LIAB X OCCUR 1000021989. 8/1/2015 8/1/2016 EACH OCCURRENCE $24,000,000 D AECO18048400 c° 8/1/2015 8/1/2016 , X EXCESS LIAB CLAIMS-MADE - AGGREGATE' $24;000,000, DED I x RETENTION$0 - -.. -- -., - $ {, E WORKERS COMPENSATION UB6E068394ACR. - 8/1/2015 8/1/2016 PER OTH- AND EMPLOYERS'LIABILITY Y/N _ x STATUTE ER MA,NY ANY PROPRIETOR/PARTNER/EXECUTIVE l ,E.L EACH ACCIDENT - $1,000,000 " OFFICER/MEMBER EXCLUDED? N/A _ (Mandatory in NH) - E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under - DESCRIPTION OF OPERATIONS below - E.L.DISEASE-POLICY LIMIT $1,000,000 F Contractors Equipment QT-660-6B272289-COF-14 8/1/2015 8/1/2016 Leased/Rented Equipme 50,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Sample certificate for information purposes only. r. CERTIFICATE HOLDER CANCELLATION_30 days, except 10 for nonpayment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE, ' THE EXPIRATION DATE THEREOF, NOTICE "WILL BE DELIVERED_IN Construction Management&Builders„lnc. ACCORDANCE WITH THE POLICY PROVISIONS. 75 Sylvan Street, Bldg C Danvers.MA 01923 AUTHORIZED REPRESENTATIVE �liruls! � See ` ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks'of ACORD POLICY#: CO-6E090118FND EFFECTIVE: 8/1/2015 COMMERCIAL GENERAL LIABILITY . THIS ENDORSEMENT CHANGES THE-POLICY:.PLEASE READ IT CAREFULLY BLANKET ADDITIONAL INSURED (CONTRACTORS)" This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE'PART 1. WHO IS AN INSURED-(Section II) is amended c) The insurance,provided to the additional in-. to include any person or organization that you sured does not apply to "bodily injury" or agree in a "written contract requiring insurance "property damage" caused by "your work" to include as an additional insured on this Cover- and included in the "products-completed op- age Part, but: erations hazard" unless the-"written contract a) Only with respect to liability for"bodily injury", 'requiring insurance" specifically requires you "property damage"or"personal injury'; and to provide such coverage for that additional. insured, and then the insurance provided to b) If, and only to the extent that, the injury or ` the additional insured applies only to such damage is caused by acts or omissions of "bodily injury' or "property damage" that oc- you or your subcontractor in the performance = curs before the end of the period of time for of "your work" to which the "written contract which the "written contract requiring insur requiring insurance applies. The person or ante" requires you to provide such coverage organization does not qualify as an additional or the end of the policy period, whichever is insured with respect to the independent acts earlier. or omissions of such person or organization. ` 3. The insurance provided to the additional insured 2. The insurance provided to the additional insured = by this endorsement is excess over any valid and by this endorsement is limited as follows: : , . collectfbte-''oth6f-•tnsarance'; -whether primary, a) In the event that the Limits of,Insurance of excess, contingent.or on any.other basis, that is this Coverage Part shown in-the Declarations. available to the additional insured for a loss we exceed the limits of liability required by the cover under this endorsement. However, if the "written contract requiring insurance", the in "written contract requiring insurance" specifically surance provided to the additional insured 'requires that this insurance apply on a primary shall be limited to the limits-of liability re- basis or a' primary- and non-contributory basis;' quired by that "written contract requiring in this 'insurance is primary to "other insurance" - surance". This endorsement shall not in available to the additional insured which covers crease the limits of insurance described in that person or organization as a named insured Section,Itl-Limits Of Insurance. = for such loss, and we will not.share with that "other insurance". But the insurance provided to b) The insurance provided to the additional in- the additional insured by this endorsement still is. sured does not>.apply,to bodily injury", prop- excess over any valid and collectible "other in- of damage or-personal injury a der,a ut' surance", whether primary, excess, contingent or of the rendering of, or,failure to render,.any on any other basis, that is.available.to the addi- professional architectural, engineering or sur- tional insured when-that person or organization is veying services, including an additional insured under such "other insur- i. The preparing, approving;'or failing to ance". prepare or approve, maps, shop draw, 4. As,-a condition of coverage provided_ to the ings, opinions, reports, surveys, field or additional insured by this endorsement: dens or change orders, or the preparing, approving, or failing to prepare or ap- a) The additional insured must give us written prove,drawings and specifications; and notice as soon as practicable,of an "occur- rence" or an offense which may result in a ii. Supervisory, inspection, architectural or claim: To the extent possible,}such notice engineering activities: should include; CG D2 46 08 05 0 2005 The St.Paul Travelers Companies, Inc. - Page 1 of 2 4 COMMERCIAL GENERAL LIABILITY L How, when and where the "occurrence" any provider of"other insurance"which would or offense took place; cover the additional insured for a loss we ii. The names and addresses of any injured cover under this endorsement. However, this persons and witnesses;and condition does not affect whether the insur- ance provided to the additional insured by iii. The nature and location of any injury or this endorsement is primary to 'other insur- damage arising out of the"occurrence"or ance" available to the additional insured offense. which covers that person or organization as a b) If a claim is made or"suit"'is brought against named insured as described in paragraph 3. the additional insured, the additional insured above. must: 6. The following definition is added to SECTION V. i. Immediately record the specifics of the —DEFINITIONS: claim or"suit"and the date received; and "Written contract requiring insurance"means ii. Notify'us as soon aspracticable. '. that part of any written contract or agreement The ladditional insured must see to it that we' . under which you are required to include a receive written notice of the claim or 11 suit11 as person or organization as an additional in soon as practicable. - 11 11 O 1 sured 'on this Coverage Part, provided that ` the bodily injury and property damage oc- c) The additional insured must :immediately' curs and the "personal injury" is caused by an send us copies of all legal papers received in offense committed: connection with the claim or"suit', cooperate a. After the signing and execution of the with us in the investigation or settlement of contract or agreement by you; the claim or defense against the "suit", and - otherwise comply with all policy conditions. b. While that part of the 'contract or d) The additional insured must tender the de- agreement is in effect; and fense and indemnity of any claim or"suit"to C. Before the end of the policy period. Page 2 of 2 0 2005 The St.Paul Travelers Companies, Inc. CG D2 46 08 05 Matthew Eddy From: Deputy Dean Melanson <dmelanson@hyannisfire.org> Sent: Thursday,August 06, 2015 12:49 PM To: Patrick Franey;Tom Perry; Sally Shea; Lt.John Cosmo; Debi Barrows;William Rex Cc: Matthew Eddy;Vu Alexander; Hans Keijser; Michael Gorenstein Subject: Ethan Allen Building at 990 Iyannough Road Follow Up Flag: Follow up Flag Status: Completed Hyannis Fire has reviewed the plans for this new building and we are Ok with a building permit application for the building permit being issued. Hans& Mike I have reviewed the water main plans'with Matt&Vu and we are good with the work shown on the following plans; Bldg const Job#1521 dated 06-AUG-15 Site Plan Job#2011-003 Dated 28-MAY-15 revised 29-JUL-15 If you have any questions, let me know Deputy Chief Dean L. Melanson 508-775-1300 Fax 508-778-6448 dmelanson@hyannisfire.org 1 Town of larnstable ^ ^B O` BARNSTABI,E $ Regulatory $.er�`ices, i rFD; r° 'Mchar& Seali..Directof 3, B ua fil D V ion `Thomas Perry, CBO Building Commissioner 200.Main Sheet, Hyain[s,:MA 02"60"1' bai:'tistab[e ina.is. Office: -5 8 862=401S Fax: 50'5-790-;M230:, Jtiirie 18,.'20`15; OCW Retail-Ilyannis LLG; Forahe_Wilder Companies. OMNO. Matthew Eddy Baxter Nye'Engineering,&-Survey rig, f 78 North Sjtreet; 30 FloorPala?, Hyaniris;, MA- .02.604. RE: Site Plan Review 012=15 OGW Retail Hyannis.LLC, loi Wilder Conipante"--Ethan Allen,tetiant' 990Iyannouglr Road�& 65_Indep.endence Drive,Hyannis _Map 2, Parcel a04,j ap— I Parcel 0-15,XQ'1 &X02:: Proposal Constitiet on of�one new<f-e standing building of.app[otf 8,OOO.s.f The burld'ing is; planned to be a single retail tenant space. 'This building will be part of the overall,Southw nd. P aza-.complex. Site iinpro:vernents fot.tlre new bililding d.IF,include new par'lcmg for 58, uelucles,ve-hi"sular:connecti'on to ti e existing adjacent't'etail bu lding.providing full eucufat[on; around the,site; a,nev<<irght' l only entrance off Rte 132;drainage and storrnwater managenietit improvement;und`eig ounil uhhties, site Iigh fin g and landscapilrg Dear M% Eddy:: Please be advised that:at the formal;site plan review.meeting,field June 4,2t7I 5,the abo-ve proposal; recervedapproval subject to fire following Approval is based upon; and.niust be s ibstantrally constructed in accordance with plan entifled"Ethan Allen at;So(fhv,[nd Plaz9'1consisting of 1.1_sheets prepared for QCW Retard Hyannis LLC Ob The Wrlder Companies,Ltd by Baxter Nye Engineering & Stnveyang;; j Hyannis dated iV1ay 28,2'015,:Scale P 30', Water utility design will require xevision Please contact Hans Keijser, Supervisor Water Department, SQB:7,78 96.17 forconstrlfatron regaidiq the design of new water service:. •.+ After design of water service.has been_iesolved, impact to fie protection;'for°the_existing structure must be evaluated: Asa condition of-the ex strng_speci"al permit for tlri&propeity, the design, materials, and, colors ofelevations.must..receive approval:.fiom the-:Director of Growtlr,lVlanagei�ent;. JoAnne Burrtrch: ❖ Final pla sand elevatio-_ns must-leprct:the location of the loadrn- dock �.separate landscape and,ligliting/photometric.°plan acconnnodating fire department° requirements is requested and musf receive approval from Roger.Parsons;,Towi Bngitieei 508-790 6302. '� Upon approval of the tandscape plan,-C-'Mitation with Deputy Dean i\!Ielanson,l Iyandis PM regarding the location ofthe Fite Department Connection.—will—be necessary: E1pplicantmust o6;tam_a11:gtherappl�cable permits, lcenses:and apprrovals required. r i Upri completion;of.all.work;a i'egisteired".engineer or Ndd suave}7oi shall;submit a I.-etter of j certifcafion,made.upon knowledge and }relief rn accordance with.professional standards ti t 1 l' work-has been done in substantial compliance with the approved site plan(Zoning Section 240`-10.5' (G}. This document shall be submitted prior to,the issuance of the final,certificate of occilpancy,. 4. A.copy of tie approved site plan will b,e retained on fife: Sincerely:, Elietim1 "Svviniarsk - l` ed Site Plan/Regulatory Review Coordinator JJN22015 Ca Tom Percy,Building Commissrotier by 7oliine Buntich=GMD Director; _ Roger Pasons Town Engineer, DPViJ i9ngtnss�ng,&Sure®yln Dep, Dea "H FD n Melanson- yannis Hans,Keijser,Hyannis.Water Stipervtsor i _ I i MA SOC Filing Number: 201527674150 Date: 4/3/2015 12:09:00 AM THE COMMONWEALTH OF MASSACHUSETTS I hereby certify that,upon examination of this document, duly submitted to me, it appears that the provisions of the General Laws relative to corporations have been complied with, and I hereby approve said articles; and the filing fee having been paid, said articles are ` deemed to have been filed with me on: I - April 03, 2015 12:09 AM WILLIAM FRANCIS GALVIN Secretary of the Commonwealth i Mass. Corporations, external master page Page 1 of 2 fit. A ,y ;a Corporations Division Business Entity Summary ID Number: 043084419 Request certificate New search Summary for: THE WILDER COMPANIES, LTD. The exact name of the Domestic Profit Corporation: THE WILDER COMPANIES, LTD. The name was changed from: WILDER MANAGEMENT ASSOCIATES, on 02-06-1996 Entity type: Domestic Profit Corporation Identification Number: 043084419 Old ID Number: 000331472 Date of Organization in Massachusetts: 04-19-1990 Last date certain: Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day: 01/00 The location of the Principal Office: Address: 800 BOYLSTON STREET SUITE 1300 City or town, State, Zip code, BOSTON, MA 02199 USA Country: The name and address of the Registered Agent: Name: DAVID I MALLEN Address: 800 BOYLSTON STREET SUITE 1300 City or town, State, Zip code, BOSTON, MA 02199 USA Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT THOMAS V WILDER 800 BOYLSTON ST BOSTON, MA 02199 USA TREASURER DAVID I MALLEN 800 BOYLSTON ST BOSTON, MA 02199 USA SECRETARY DAVID I MALLEN 800 BOYLSTON ST BOSTON, MA 02199 USA EXECUTIVE VICE ANDREW T LAGREGA •800 BOYLSTON ST BOSTON, MA 02199 PRESIDENT USA DIRECTOR DAVID J MALLEN 800 BOYLSTON ST BOSTON, MA 02199 USA http://corp.sec.state.ma.us/CorpWeb/CorpSeatch/CorpSummary.aspx?FEIN=043084419&... 8/19/2015 Mass. Corporations, external master page Page 2 of 2 DIRECTOR ANDREW T LAGREGA 800 BOYLSTON ST BOSTON, MA 02199 USA DIRECTOR THOMAS V WILDER 800 BOYLSTON ST BOSTON, MA 02199 USA Business entity stock is publicly traded: ❑ The total number of shares and the par value, if any, of each class of stock which this business entity is authorized to issue: Total Authorized Total issued and Class of Stock Par value per share outstanding No.of shares Total par No.of shares value CWP $ 1.00 200,000 $ 200000.00 1,000 ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Administrative Dissolution y Annual Report Application For Revival Articles of Amendment` View filings Comments or notes associated with this business entity: A. New search http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=043084419&... 8/19/2015 ALLEVATO To: The Town of Barnstable Date: 8/6/15 ProjectTMOSMITTAL Building Division Attention: Tom Perry,Building Commissioner 200 Main Street Hyannis,MA 02601 y .Regarding: Ethan Allen : .: . (508)862-4038 Southwind Plaza ®,Attached ❑Via Email ❑Regular Mail ®Hand Delivery,, ❑Pick Up .: r ❑Under separate cover FED Ex OvnoNs: ❑Priority ❑Std Overnight -❑Second Day m❑'Express Saver(3'd Business Day) ®Prints ❑CAD Files ®Specifications ❑Shop Drawings• ❑Submittal ❑Bulletin/Addenda ❑Samples ❑CD-DVD ❑Affidavit ❑Other: Copies Drawing Number Date Description , 2 A060-A500 , 8/06/15 Architectural(Stamped&Signed)One full sized and reduced 11x17 2 S101-S502 - 8/06/15 Structural(stamped&Signed))One full sized and reduced 11x17 2 M101 8/06/15 Mechanical(Stamped&Signed))One full sized and reduced 11x17. 2 P101-P301 8/06/15 Plumbing(Stamped&Signed))One full:sized and reduced 11x17� 2 FP101-FP210 8/06/15 Fire Protection(Stamped&Signed))One full sized and reduced 11x17 1 E100-E101 8/06/15 Electrical(Stamped&Signed))One full sized and reduced 11x17 . 1 8/06/15 Project Manual 1 8/06/15 Architect Pre-Construction Affidavit(Signed&Notarized) 1 8/06/15 Structural Pre-Construction Affidavit(Signed&Notarized) " 1 •8/06/15 MEP Pre-Construction Affidavit(Signed.&Notarized) 8/6/15 FP Narrative - '.- 1 8/6/15 FP Design 1 8/03/15 COMCheck Passed(Signed) ®Reviewed El For Approval ❑For Review&Comment k ®As Requested by:Owner. ' f ❑Reviewed with Comments ❑For Your Use ❑Revise&Resubmit Distribution Bulletin/ Prints Other Comments Addenda Issued For Permit Package Dated 08/06/15 `. < If enclosures are.not as noted,kindly notify us at once. From: Vu Alexander,AIA Allevato Architects Inc 31 Hayward Street Franklin,MA 02038 -tel 508 528 0770 ; , fax 508 528 9454 allevatoarchitects.com c Generated by COMcheck-Web Software . Envelope Compliance Certificate 2012 1ECC Section 1: Project Information Project Type:New Construction Project Title:Southwind Plaza Ethan Allen Construction Site: Owner/Agent: Designer/Contractor. , 990 lyannough Road' The Wilder Companies Vu Alexander Hyannis,Massachusetts 02601 800 Boylston.St,Suite 1300 Al levato.Arch itects Boston,Massachusetts 02199 3.1 Hayward St . 617-247-9200 :Franklin,Massachusetts 02038, kburke@wilderco.com 508-528-0770 vu@allevatbarchiiects.com Additional Efficiency Package: High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Section 2: General Information Building Location(for weather data): Hyannis,Massachusetts Climate Zone: 5a ' Building Space Conditioning Type(s): Nonresidential Vertical Glazing/Wall Area Pct.: 12% Building Type Floor Area- Retail 8000 Section 3: Envelope Assemblies Climate-Specific Requirements: Component Name/Description Gross Cavity_ Cont. Proposed Budget. Area or R-Value R-Value U=Factor U-Factorlai Perimeter Roof:Insulation Entirely Above Deck- ° 8000 --- 25.0 0.039 0.039 Ext.Wall:Steel-Framed,16in.O.C. _ 1746 49.0 7.5 0.060 0.064 Door:Insulated Metal,Swinging 49 --- 0:370 0.370 Ext.Wall:Steel-Framed,16in.o.c. 1178 19.0 7.5 0.060 0.064` Window:Metal Frame,Thermal Break,Perf`.Specs.:Other 219 --- --- 0.380 0.380 testing/cert.Aluminum Windows,SHGC 0.40,PF 0.25(b): Door:Insulated Metal,Swinging 57— -- 0.370 0.370 Ext.Wall:Steel-Framed, 16in.o.c. 1503 19.0 7.5 0.060 0.064 Window:Metal Frame,Thermal Break,'Perf:Specs.:Other 280 ,- - 0.380 0.380 testing/cert.Aluminum Windows,SHGC 0.40,'PF 0.25(b) Window:;Perf.Specs.:Other•testing/cert.Kawneer,SHGC 0.40, y 28 --. 0.380 0.380 - PF 0.50(b) Door:,Perf.Specs.:Other testing/cert.Kawneer,SHGC 0.40,PF 83 - --- 0.770 0.770 0.50(b) Ext.Wall:Steel-Framed,16in.o.c. 1339 19:0 7.5 0.060• 0.064 Window:Metal Frame,Thermal Break,Perf.Specs.:Other 109 - ,0.380 0.380 testing/cert.Aluminum Windows,SHGC 0.40(b) .> Floor:Unheated Slab-On-Grade,Vertical 3 ft. 400" .10.0 Project Title: Southwind Plaza Ethan AllenReport date: 08/03/15; Data filename: Page 1 of 2 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Fenestrations product performance must be certfied in accordance with NFRC and requires supporting documentation. Section 4: Compliance Statement a Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2012 IECC requirements in COMcheck-Web and to comply with the mandatory requir ments in the Requirements Checklist. Vu Alexander-Senior Project Mananger . '� S Name-Title Date • s , Project Notes: New 8,000 SF Shell Building for a retail store. ?' No.10210 \ iAarlt ll MAS t' Project Title: Southwind Plaza—Ethan Allen Report date:08/03/16 Data filename: Page 2 of 2 COMcheck Software Version 4.9.3 Inspection Checklist Energy Code: 2012 LECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each- requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) r Project Southwind Plaza Ethan Allen Report dater 08/03%1, Data Page 1 of, 7 3 ak 2012 IECC Plan Review Comphes� } Comments/Assu m ptiIons . � S C103.2 Plans and/or specifications provide all ❑Complies [PR1]1 ;information with which compliance ❑Does Not ;can be determined for the building :envelope and document where `❑Not Observable exceptions to the standard are ❑Not Applicable ;claimed. .. C402.3.1 ;Vertical fenestration area <= 30 ❑Complies [PR10]1 ;percent of the gross above-grade wall ;❑Does Not area. '❑Not Observable; ❑Not Applicable C402.3.1 ;Skylight area <= 3-percent of the :❑Complies [PR11]1 (gross roof area. iElDoes Not ❑Not Observable; ❑Not.Applicable C402.3.2. In enclosed spaces> 10,000 ft2 ❑Complies _ [PR14]1 'directly under a roof with ceiling ❑Does Not ;heights>15 ft.and used as an office, ❑Not Observable; 'lobby, atrium, concourse, corridor, !storage,gymnasium/exercise center, ,❑.Not Applicable ;_ 'convention center,automotive ;service, manufacturing, non- refrigerated warehouse, retail store, ?distribution/sorting area; ;transportation,or workshop,the `following requirements apply: (a)the daylight zone under skylights is half the floor area; (b)the skylight area to daylight zone is.>= 3 percent l with a skylight VT>= 0.40; or a minimum skylight effective aperture' ` >= 1 percent. C402.3.2. 'Areas with obstructions that block ' Complies 2 :direct beam sunlight on•>=-1/2 of the UDoes Not 4- [PR15]1 i roof over the enclosed area for more E 'than 1,500 daytime hours per year ❑Not Observable', between 8 am and 4 pm. :E]Not:Applicable Additional Comments/Assumptions: - 1 lHigh Impact(Tier-1) "'1 2 .Medium Impact(Tier 2), 3 Low Impact'(Tier 3) Project Southwind Plaza Ethan Allen '" _ Report date:: 08%03/1 Data ` Page 2 of� 7 Section: , M, /Foundation " Puns Verified tl � # 77 'Footing,/9; Field Verifiet Complile: comm m ents/Assuptions", Inspection Value Value ff C402.2.6 ]Slab edge insulation R-value. R ; R- ;❑Complies !See the Envelope Assemblies [FO3]2 ❑ Unheated ;❑ Unheated ;❑Does Not . Itable for values.. I „❑ Heated ❑ Heated ❑Not Observable i ❑Not Applicable C303.2 ;Slab edge insulation installed per w , -]Complies [F04]2 ;manufacturer's instructions. ), '°`°` I '", . ..,❑Does Not v '�5 ` -sa a, oY,�^ ❑Not Observable ' ❑Not Applicable .. C402.2,6 'Slab edge insulation ft ft 'E Complies ;See the Envelope Assemblies - [F05]2 3 depth/length:Slab insulation -]Does Not table for values. ;extending away from building is icovered by pavement or>= 10 F f❑Not Observable `:.inches of soil. ❑Not Applicable C403.2.7, 'Exterior insulation protected �` � "' ❑Complies. C408.2.8, against damage,sunlight, "" s ❑Does Not ; C404.5 :moisture,wind, landscaping and � FO6 1 � x" [ ] ;equipment maintenance ❑Not Observable ;activities. " ", , ❑Not Applicable t Additional Comments/Assumptions: 1 High Impact(Tier 1): 2 Medium Impact(Tier 2) 1.3 1 Low impact(Tier 3) Project Southwind Plaza_Ethan Allen Report date:':08/03/1 Data ,Page 3 of ' 7 t Section, - ., � ,•�� _� ca'" �� �,,,, ,-.r �� Pfans Ver=ifred F-eltl Verified # Framing/"Rough=ln:Inspection , Gomplies?. Comments/Assumptions &`Re ID Value value C402.4.1, ;The building envelope contains a � a ❑Complies C402.4.2 ;continuous air barrier that is ❑Does Not- [FR16]1 ;sealed in an approved manner Z . ;and either constructed or tested l ' ]Not Observable f' , sn � �� �� ❑Not A llcable ` - m an approved manner:Air PP _ ;barrier penetrations are sealed in do approved manner. jr C402.4.3, I Factory-built fenestration and ` ❑Complies C402.4.4 )doors are labeled as meeting air ,1❑Does Not [FR18]3 leakage requirements: ❑Not Observable " V ❑Not Applicable C402.4.7 ;Vestibules are installed on all 1 ❑Complies � � [FR17]3 ;building entrances. Doors have ❑Does Not self-closing devices. € s, • , s ❑Not Observable ; ❑Not Applicable" . C402.3.3, i Vertical fenestration U-Factor. U=: x U- ;❑Complies ;Seethe Envelope assemblies C402.3.4 s s ❑Does Not ':table for values. [FR811 ; ❑Not Observable ; E. ❑Not Applicable t C402.3.3 :Vertical fenestration SHGC value. ; SHGC: SHGC: ❑Complies ;Seethe Envelope Assemblies [FR10]1 ❑ ;table for values. Does Not s❑Not Observable,; i❑Not Applicable C303.1.3 'Fenestration products rated in f & -❑Complies ]2 [FR12 accordance with NFRC. � ` -]Does Not ❑Not Observable ❑Not Applicable I kn . C303.1.3 Fenestration products are �� �N„ roN,� ;� � �� ❑Complies [FR13]1 .certified as to performance labels , ����� �;, ❑DoesNot or certificates provided. ❑ y Not'Observable ❑Not Applicable ; C402.2.7 ;U-factor of opaque doors U U- ❑Complies ;See the Envelope assemblies [FR14]2 :associated with the building Swin in � ;table for,values., i❑ g g ❑ SwingingDoes Not othermal envelope meets ❑ Nonswinging ❑ Nonswinging ❑Not Observable ; requirements. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project- . Southwind Plaza Ethan Allen Report date:,08/03/1 Data Page 4 of 7 2012 IECC Mechanical Rough In{Inspecilon ', "Compiies? , Comments/Assumptions u C402.4.5. i Stair and elevator shaft vents have ❑Complies ; 1 !motorized dampers that automatically i❑Does Not" [ME3]3 close. ❑Not Observable: . ❑Not Applicable C402.4.5. (Outdoor air and exhaust systems have'❑Complies • 2 motorized dampers that automatically -]Does Not s [ME58]3I shut when not in use and meet %maximum leakage rates.Check ❑Not Observable; gravity dampers where allowed. - `[]Not Applicable - Additional Comments/Assumptions: 1 High Impact(Tier 1). 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Southwind Plaza Ethan Allen' Report date: 08/03/1 !Data n Page 5 of 7 Section` = N Pians Verified Pield'Verifietl # iinsulation Inspection Complies CommentsJAssumptions & Re .ID Value Value w C402.4.1. All sources of air leakage in the _ d'vs ° ' 1 sbuildin thermal envelo a are ❑Complies _ [IN1]1 sealed9caulked,gasketed, h a` Does Not , ;weather stripped or wrapped with ` ❑Not Observable o: g moisture vapor-permeable- � w, Q ONot Applicable wrapping material to minimize air leakage. r ,z 4 . � .. C402.4.2. 'Roof R-value. For some ceiling R- R- ❑Complies "See the Envelope Assemblies 1 systems,verification may need to ❑ gbove deck ❑ Above deck ❑_ Does Not ;table for values. [IN2]1 :occur during Framing Inspection. ❑ Metal ❑ Metal !❑Not Observable y . - ❑ Attic ❑ Attic ❑Not Applicable C303.2 :Roof insulation installed per o� � ; ❑Complies [IN3]1 'manufacturer's instructions. .� ❑Does Not i Blown or poured loose-fill ° insulation is installed only where ,;< ea s f ❑Not Observable '. . ° an, "" - ❑Not Applicable ' >the roof slope is<=3 in�12:. , �. �1 > ° „ - � � ,. � � Pp• , • C303i2 Above-grade wall insulation � �N ❑Complies [IN7] installed per-manufacturer's ❑Does Not 'instructions. , 1t" ❑Not Observable ; lF . ,wkqp a ❑Not Applicable �� C402.2.5 Floor insulation R-value. R- ✓, R- ❑Complies ;See the Envelope Assemblies [IN8]2 table for values. . ❑ Mass ❑ Mass .:,❑Does Not _ Steel j❑ Steel " ❑Not Observable ❑ Wood., ❑ Wood ❑Not Applicable - .: C303.1 ;Building envelope insulation is ,, a `u x �❑Complies [IN10]2 ;labeled with R-value or insulation ;❑ Does.Not ;certificate providing R-value and , other relevant data. � � � o , yA_ Not Observable `a ❑Not Applicable C303.2.1 'Exterior insulation is protected � �� � ❑Complies; [IN14] afrom damage with a protective ❑Does Not material.Verification for exposed ;foundation insulation may need x pNot Observable jto occur during Foundation - =y � a ❑Not Applicable ; :Inspection. C402.2.1 Insulation intended to meet the f� ,� ❑Complies [IN17]3 roof insulation requirements to g ❑Does.Not cannot be installed on top of a ah, suspended ceiling. Mark this b' ❑Not Observable is requirement compliant if ❑Not Applicable. !insulation is installed accordingly m. . Additional Comments/Assumptions:' 1 High Impact(Tier l) 2 Medium Impact Itow Impact(Tier3) Project Southwind Plaza—Ethan Allen i Report date: .08/03/1 Data Page 6 of 7 r z , 2012IEGC Finai-Inspection Complies? Comrrients/Qssumptlions KK C402.4.6 Meatherseals installed on all loading !❑Complies [FI37]1 :dock cargo doors. 10Does Not ❑Not Observable ❑Not Applicable C402.4.8 Recessed luminaires in thermal ;❑Complies [F126]3 envelope to limit infiltration and be IC ❑Does Not I rated and labeled.Seal between ,❑Not Observable interior finish and luminaire housing. ❑Not Applicable`; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Southwind Plaza- Ethan Allen ' . ;Report` 08/03/15 Data e Page 7 of 7 Initial Construction Control Document Z To be submitted with the building permit application by a s Registered Design Professional d for work per the 8th edition of the ��M Sve Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Ethan Allen-5outhwind Plaza Date: &15115 Property Address: 990 Lyannough Road(Route132) $ 65 Independence Drive Project: Check one or both as applicable: view construction ❑ Existing Construction Project description: New B4O00sf Shell Buildincl for an Ethan Allen Retail Store I Rimao M. yeita5 MA Registration Number: 3402& Expiration date: 6130116 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural [3 Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other for the above named project and that to the best of my knowledge, information,and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: l. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to th H ing official a `Final Construction Control Document'. Al Enter in the space to the right a"wet";or electronic signature and seal: STRUGr'0�1L Phone number: 781-843-2863 s 'l: rima5@yeita5.com ........ Building Offict l Use...Only Building Official Name: Permit No.: Date: Version 06 11 2013 Statement of Special Inspections (2009 IBC) Project: Ethan Allen-Southwind Plza Location: 990 Lyannough Road(Route 132) & 65 Independence Drive Owner: Design Professional in Responsible Charge: Rimas Veitas(Veitas& Veitas Engineers) This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection and Structural Testing requirements of the Building Code. It includes a schedule of Special Inspection services applicable to this project as well as the identity of other approved agencies to be retained for conducting these inspections and tests. This Statement of Special Inspections encompass the following disciplines: ® Structural ❑ Mechanical/Electrical/Plumbing ❑ Architectural ❑ Other: The Special Inspector shall keep records of all inspections and shall furnish inspection reports to the Building Official and the Registered Design Professional in Responsible Charge. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and the Registered Design Professional in Responsible Charge. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Building Official and the Registered Design Professional in Responsible Charge. A Final Report.of Special Inspections documenting completion of all required Special Inspections, testing and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim Report Frequency: After each site visit or❑ per attached schedule. Prepared by: Rimas Veitas WMANTAS (type or print name) VEITAS STRUCTURAL. No. 34028 815115 ignature Date Desl ' ssional Seal Owner's Authorization: Building Official's Acceptance: Signature Date Signature Date 1 Page 2 of Schedule of Inspection and Testing Agencies This Statement of Special Inspections/Quality Assurance Plan includes the following building systems: ® Soils and Foundations ❑ Spray Fire Resistant Material ® Cast-in-Place Concrete ❑ Wood Construction ❑ Precast Concrete ❑ Exterior Insulation and Finish System ❑ Masonry ❑ Mechanical & Electrical Systems ® Structural Steel ❑ Architectural Systems ❑ Cold-Formed Steel Framing ❑ Special Cases Special Inspection A encies Firm Address, Tele hone, e-mail 1. Structural Engineer of Veitas& Veitas Engineers,Inc. 639 Granite Street Record Suite 101 Braintree,MA 02184 781-843-2863 2. Inspector TBD 3. Inspector 4. Testing Agency TBD 5. Testing Agency 6. Other Note: The inspectors and testing agencies shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official, prior to commencing work. Page 3 of Quality Assurance Plan Quality Assurance for Seismic Resistance Seismic Design Category B Quality Assurance Plan Required (Y/N) N Description of seismic force resisting system and designated seismic systems: Ordinary Steel Concentrically Braced Frames and Ordinary Steel Moment Frames Quality Assurance for Wind Requirements Basic Wind Speed (3 second gust) 115mph Wind Exposure Category B Quality Assurance Plan Required (Y/N) N Description of wind force resisting system and designated wind resisting components: Ordinary Steel Concentrically Braced Frames and Ordinary Steel Moment Frames. Statement of Responsibility Each contractor responsible for the construction or fabrication of a system or component designated above must submit a Statement of Responsibility. r Page 4 of Qualifications of Inspectors and Testing Technicians The qualifications of all personnel performing Special Inspection and testing activities are subject to the approval of the Building Official. The credentials of all Inspectors and testing technicians shall be provided if requested. Key for Minimum Qualifications of Inspection Agents: When the Registered Design Professional in Responsible Charge deems it appropriate that the individual performing a stipulated test or inspection have a specific certification or license as indicated below, such designation shall appear below the Agency Number on the Schedule. PE/SE Structural Engineer—a licensed SE or PE specializing in the design of building structures PE/GE Geotechnical Engineer—a licensed PE specializing in soil mechanics and foundations EIT Engineer-In-Training—a graduate engineer who has passed the Fundamentals of Engineering examination American Concrete Institute(ACI)Certification ACI-CFTT Concrete Field Testing Technician—Grade 1 ACI-CCI Concrete Construction Inspector ACI-LTT Laboratory Testing Technician—Grade 1&2 ACI-STT Strength Testing Technician American Welding Society(AWS)Certification AWS-CWI Certified Welding Inspector AWS/AISC-SSI Certified Structural Steel Inspector American Society of Non-Destructive Testing (ASNT) Certification ASNT Non-Destructive Testing Technician—Level II or Ill. International Code Council (ICC) Certification ICC-SMSI Structural Masonry Special Inspector ICC-SWSI Structural Steel and Welding Special Inspector ICC-SFSI Spray-Applied Fireproofing Special Inspector ICC-PCSI Prestressed Concrete Special Inspector ICC-RCSI Reinforced Concrete Special Inspector National Institute for Certification in Engineering Technologies (NICET) NICET-CT Concrete Technician—Levels I, II, Ill & IV NICET-ST Soils Technician- Levels I, Il, Ill & IV NICET-GET Geotechnical Engineering Technician-Levels I, II, III & IV Exterior Design Institute(EDI) Certification EDI-EIFS EIFS Third Party Inspector Other INSPECTION OF CONCRETE CONSTRUCTION FREQUENCY REFERENCED AGENT STANDARD 1.Inspection of reinforcing steel,including prestressed tendons, Periodic ACI 318: 3.5,7.1-7.7 2 and placement. 2.Inspection of reinforcing steel welding in accordance with table AWS DI A N/A 1704.3,item 5b typical. ACI 318:3.5.2 3.Inspect bolts to be installed in concrete prior to and during Continuous ACI 318:8.1.3,21.2B N/A placement of concrete where allowable loads have been increased or where strength design is used. 4.Inspection of anchors installed in hardened concrete. Periodic ACI 318:3.8.6,8.1.3, 2 21.2.8 5.Verifying use of required design mix. Periodic ACI 318: 2 CH. 4,5.2-5.4 6.At the time fresh concrete is sampled to fabricate specimens for Continuous ASTM C 175 4 strength tests,perform slump and air content tests,and ASTM C 31 determine the temperature of the concrete. ACI 318: 5.6,5.8 7.Inspection of concrete and shortcrete placement for prpoer Continuous ACI 318: N/A application techniques. CH. 5.9,5.10 8.Inspection for maintenance of specified curing temperature and Periodic ACI 318: 2 techniques. 5.11-5.13 9.Erection of precast concrete members. Continuous ACI 318: CH. 16 N/A a.)Application of prestressing forces. Continuous ACI 318: 18.2 b.)Grouting of bonded prestressing tendons in the seismic- Continuous ACI 318:18.18.4 N/A force-resisting system. 10.Erection of precast concrete members. Periodic ACI 318: CH. 16 N/A 11.Verification of in-situ concrete strength,prior to removal of Periodic ACI 318: 6.2 N/A shores and forms and from beams and structural slabs. 12.Inspect formwork for shape,location and dimensions of the Periodic ACI 318: 6.1.1 2 concrete member being formed. INSPECTION OF STEEL CONSTRUCTION FREQUENCY REFERENCED AGENT STANDARD 1.Material verification of high-strength bolts,nuts and washers. a) Identification markings to conform to ASTM standards Periodic AISC 360 Section 2 specified in the approved construction documents. A3.3 and applicable ASTM material standards b Manufacturer's certificate of compliance required. Periodic N/A 2.Inspection of high-strength bolting: a Snug-tight bolts. Periodic 4 b) Pretensioned and slip-critical joints using turn-of-nut with Periodic AISC 360, N/A matchmarking,twist-off bolt or direct tension indicator SECTION M2.5 methods of installation. IBC 17043.3 c) b.Pretensioned and slip-critical joints using turn-of-nut Continuous N/A without matchmarking or calibrated wrench methods of installation. 3.Material verification of structural steel and cold formed steel deck: a) For structural steel,identification markings to conform to Periodic AISC360, 2 AISC 360. SECTION M5.5 b) For other steel,identification markings conform to ASTM Periodic APPLICABLE ASTM N/A standards specified in the approved construction documents. MATERIAL STANDARDS c Manufacturer's certified test reports. Periodic N/A 4.Material verification of weld filler materials: a) Identification markings to conform to AWS specification in Periodic AISC 360, 2 the approved construction documents. SECTION A3.5 AND APPLICABLE AWS A5 DOCUMENTS b Manufacturer's certificate of compliance required. Periodic N/A 5.Inspection of welding: a Structural steel and cold formed steel deck. 1. Complete and partial penetration groove welds. Continuous 2 2. Multi-pass fillet welds Continuous 2 3. Single-pass fillet welds greater than 5/16"(7.9mm). Continuous AWS D1.1 IBC 1704.3.1 4. Plug and slot welds. Continuous 2 5. Single pass fillet welds less than orequal to 5/16" 7.9mm . Periodic 2 6. Floor and roof deck welds. Periodic AWS D1.3 2 b Reinforcing steel. N/A 1)Verification of weldability of reinforcing steel other Periodic N/A than ASTM a 706. 2)Reinforcing steel resisting flexural and axial forces in Continuous AWS DIA ACI 318: N/A intermediate and special moment frames,and boundary SECTION 3.5.2 elements of special structural walls of concrete and shear reinforcement. 3 Shear reinforcement Continuous N/A 4 Other reinforcing steel Periodic N/A 6.Inspection of steel frame joint details for compliance: a Details such as bracing and stiffening. Periodic 2 b Member locations. Periodic IBC 1704.3.2 2 c Application of joint details at each connection. Periodic 2 REQUIRED VERIFICATION AND INSPECTION OF SOILS FREQUENCY REFERENCED AGENT STANDARD 1.Verify materials below shallow foundations are adequate to achieve Periodic 4 the design bearing capacity. 2.Verify excavations are extended to proper depth and have reached Periodic 4 proper material. 3.Perform classification and testing of compacted fill materials. Periodic 4 4.Verify use of proper materials,densities and lift thicknesses during Continuous 4 placement and compaction of compacted fill. 5.Prior to placement of compacted fill,observe subgrade and verify Periodic 4 that site has been prepared properly. ALLEVATO -CONSTRUCTION AFFIDAVIT Project Name:, Ethan'Allen=Southwind PLaza ' Project Location: 990 Lyannough.Road_(Route 132)&65 independence Drive Hyannis, MA Scope of Project:. New 81000 SF Shell Building For an Ethan Allen Retail Store Architects Project Number: 1521 Date:A"08/05/2015 In accordance with Section 107.6.Construction Control of,the 8th Edition of the Massachusetts State,Building Code, I, Vu Alexander Massachusetts Registration No.: 10210 being a registered professional Architect hereby certify that 11. have prepared or directly supervised the preparation of all designplans,computations and specifications concerning: . ❑ ENTIRE PROJECT ® ARCHITECTURAL ❑ STRUCTURAL ❑ MECHANICAL ❑ FIRE PROTECTION ❑ ELECTRICAL ❑ PLUMBING ❑ OTHER 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 and all applicable Architectural practices for the, proposed project. I further certify 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 proceeding in accordance with the documents approved,for the-building'permit:and.shall_be responsible.for the following as.specified in Section. 107.6.2.2 Construction: ;_.. 1. Review, for conformance to the design concept, shop drawings, samples and other submittals that are submitted by the contractor in accordance with the requirements of the construction documents. 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. Pursuant to Section 107.6.2.2 Construction:, )shall submit progress reports together with.pertinent comments to the' Building Official. Upon completion of the work; l shall submit a finalreport and punch:list (if applicable) as to the satisfactory completion and readiness of the project-for occupancy.." Architects Signature: lexander Allevato Architects Inc Subscribed and Sworn to before me this T ' Day of �`� � .5� ,2015 ly� Notary Public My Commission Expiries -.. . -State of Massachusetts,, in the County of Norfolk Allevato Architects Inc 31 Hayward Street 1 JANICE M.CAMPBELL Franklin,MA 02038 5i ° Yi Notary Public -Massachusetts tel 508 528 0770Commission Expires May 16;2019 fax 508 528 9454 P' y allevatoarchitects.com I • CONSTRUCTION AFFIDAVIT Project Name: Ethan Allen-Southwind Plaza Project Location:' 990 Lyannough Road(Route 132)&65 Independence Drive, Hyannis, MA Scope of Project: New 8,000 SF Shell Building For an Ethan Allen Retail Store Architects Project Number% 1521 Date: 08/05/2015 In accordance with Section 107.6 Construction Control of the 81h Edition of.the Massachusetts State Building Code, I, Steven A. Karan Massachusetts Registration No.: 34989 being a registered professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: ❑ ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL ❑ MECHANICAL X FIRE PROTECTION ❑ ELECTRICAL ❑ , PLUMBING ❑ OTHER 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 and all applicable Architectural and Engineering practices for the proposed project. I further certify that I shall perform the necessary professional services and be (or have been) present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 107.6.2.2 Construction: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals that are submitted by the contractor in accordance with the requirements of the construction documents. 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. Pursuant to Section 107.6.2.2 Construction, I shall submit progress reports together with pertinent:comments to the Building Official. Upon completion of the work,.[ shall submit a.final report and;punch`list (if applicable) as to the satisfactory completion and readiness of the project for occupancy. Engineers Signature: CONSULTANT NAME, ! COMPANY NAME! Subscribed and Sworn to before me this - Day of 2015 to Notary Public My Commission Expiries ' - MTE&COUNTY BETH E. BREDESEN Notary Public Commonwealth of Massachusetts My Commission Expires July 6,2018 CONSTRUCTION AFFIDAVIT Project Name: Ethan Allen-+Southwind Plaza 990 Lyannough Road(Route 132)&65'Independence Drive; Project Location: o Hyannis, MA Scope of Project: -New 8,000 SF Shell Building For an Ethan Allen Retail Store Architects Project Number:, 1521 Date: 08/05/2015 In accordance with Section 107.6 Construction Control of the 8th Edition of the Massachusetts State Building Code, I, Steven A. Karan Massachusetts Registration No.: 34989 being a registered professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning:. ❑ ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL X MECHANICAL ❑ FIRE PROTECTION ❑ ELECTRICAL ❑ PLUMBING ❑ ` OTHER . 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 and all applicable Architectural and. Engineering practices for the proposed project. I further certify that I shall perform the necessary professional services and be(or have been) present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 107.6.2.2 Construction: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals that are submitted by the contractor in accordance with the requirements of the construction documents. 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. Pursuant to Section 107.6.2.2 Construction, I shall submit_progress reports together with pertinent comments to the Building Official. Upon completion of the work, I shall submit a final report and punch list (if applicable) as to the satisfactory completion and readiness of the project for occupancy. Engineers Signature: rCONSULTANT NAME hCOMPANY NAME Subscribed and Sworn to before me. 1 10-1) 6this Day of ,2015 Notary Public 101y Commission Expiries ;STATE&COUNTY moor....... BETH E. BREDESEN Notary Public .. Commonwealth of Massachusetts My Commission Expires July 6,2018 I ti CONSTRUCTION AFFIDAVIT Project Name: Ethan Allen-Southwind Plaza i Project Location: 990 Lyannough Road(Route 132)&65'Independence Drive, Hyannis, MA Scope of Project: New 8,000 SF Shell Building For an Ethan Allen Retail Store Architects Project Number: 1521 Date: 08/05/2015 In accordance with Section 107.6 Construction Control of the 8' Edition of the Massachusetts State Building Code, 1, Steven A. Karan Massachusetts Registration No.: 34989 being a registered professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: ❑ ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL ❑ MECHANICAL ❑ FIRE PROTECTION ❑ ELECTRICAL X PLUMBING ❑ OTHER' 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 and all applicable Architectural and Engineering practices for the proposed project. I further certify that I shall perform the necessary professional services and be (or . have been) present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 107.6.2.2 Construction: - is i• ` 1. Review, for conformance to the design concept, shop drawings, samples and.other submittals that are submitted by the contractor in accordance with the requirements of the construction documents. 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. . Pursuant to Section 107.6.2.2 Construction, I shall submit progress reports together with pertinent comments to the Building Official. Upon completion of the work, I shall submit a final report and punch list (if applicable) as to the satisfactory completion and readiness of the project for occupancy. Engineers Signature: �\ CONSULTANT NAME 'COMPANY NAME Subscribed and Sworn to before me �� this Day of 2015 Notary Pu lc My C mmission Expiries STATE&COUNTY RETH E. BREDESEN s Notary Public n Commonwealth of Massachusetts My Commission Expires July 6,2018 CONSTRUCTION,AFFIDAVIT Project Name: Ethan Allen-Sou:thwind Plaza il -990 Lyannough Road(Route 132)&65 Independence=Drive, Project Location: Hyannis, MA Scope of Project: New 8,000 SF Shell Building For an Ethan Allen Retail Store Architects Project Number: ,1521 r- Date: 08/05/2015 In accordance with Section 107.6 Construction Control of the 8`h Edition of the Massachusetts State Building Code, I, . .`. Marc R. Plante Massachusetts Registration No.: 38119 being a registered'professionai Engineer hereby certify that;l have prepared or directly supervised the preparation of.all design plans,computations and specifications concerning:.-. ❑ ENTIRE PROJECT ❑"' ARCHITECTURAL ❑ STRUCTURAL MECHANICAL a ❑ FIRE PROTECTION X ELECTRICAL $ ❑ PLUMBING ❑, OTHER; ..f 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 and all applicable Architectural and Engineering,. practices for the proposed project. I.further certify that.l shall perform the necessary professional,services and be (or have been) present on the construction site on'a regular and periodic basis to determine that the work is proceeding .in accordance with the documents approved:for:the.building permit and shall be responsible for the following as specified in Section 107.6.2.2 Construction: 1, Review, for conformance tor the design concept, shop drawings, 'samples and.other'*submittals that 'are submitted bythe contractor in.accordance with the:requirements of the construction documents. ..- 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.thoi.- 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. Pursuant to Section 107.6.2.2 Construction;i shall submit progress repoets_together with.pertinent'conaments to;the. Building Official. Upon completion of:the work, I shall submit a final report and .urTCh�l" t (ifea'pplicable) as'to the'. satisfactory completion and readiness of the project for,occupancy: Engineers Signature: . . -`CONSULTANT NAME I tVL . }COMPANY NAME . Subscribed and Sworn to before me.- this Day of % ;2015 y`Public': My Commission Expiries _ x STATE&COUNTY, MI�CHAEL J. ASACK ry Notary Public k Commonwain gf A asSacfit is F• ` my Commisslon E*rw Mto*17,20t9. - L�u�i.�+'t'. Er::r`i�.tEls t�ti K!.s �t•a+;r„ti 1°v,�»,. . ° Commonwealth of Massachusetts Mate, Building Code 780 CMR, 8th. Edttio+n °Chapter 9 _ Fire Protection Systems f 780 CMR — 903.1.1 Narrative .Report Y Ethan.Allen South-wind-Plaza Hyannis IAA BER fro j eet #15075 "August 5. 2015 ��tt°QF,,,4 STEVENr. " o ECi ANICAL StONAL Prepared By: a �n Chris.Hoekstra.-Fire;Proteeflon rY119 ;T 66 l\tain Street j t\'enli Easton..b(Lssaeliiisctt,s 6235(,. f 508 2360-Mo F>05 2gt),Q�f� .�. 13F:ft�t%t3E12 emWinecrim.corn " 780 CMR90311.1 'arrrttve Report " Ethan Allen Soiathwind Plaza. Hyannis; MA!f3;_k =t 1507 780 CMR 903.1.1 — Nar>rat><ve IZeP or>t (La) BASIS—METHODOLOGY OF DESIGN' Section 1 —Building Description A) ,Building tJsell Group: ``Nl" Mercantile. B) Total. Area of Building'.8,000 sctuarc<fcct. p Q Building Height: One 1 -story—22 : ., D) Number of Floors Above Grade: nice (l) story: :E) Number of Floors Below Grade:-'Zero (0}. 'F) Square Footage per Floor: 8,000 square feet. . G) Type(s) of Occupancies(Hazards) within the Building "M"—:Mercantile. H) Type(s) of Construction: 11B. ' ]) Hazardous Material TJsabe and_S'iofdL,6: None. t J) High Storage(over 12 feet)of�Conlmodit,ies:�vithin BLtiI l ng .Less than K) Site Access Arrangement for 8hiergeti`cy'ResponseVehi1. cles: T►ucl: access vi'a R1%J2"fire-' hydrant. located at casthwest comer of build,in(r. Fire Departh-nent connection located at. ' east/wrest corner.of building { Note: Al.l Section l '.input is:in accardance,:with'th architectural design. BER is not, responsible for the classification of the stzuctiireor tlie-associated architectural.designs: Section 2—Applicable Laws: Rergulatlon and Standards A) 780 CMR Massachusetts State BitildinL, C©de— Edition.. A) B) Applicable NFPA Standards acid Edition used for design of each`;speci ftc 1~ire-Protection System (unless otherwise indicated, shall be the latest codes and standards accepted,by The E:otnriionwealtl7 of.Massachusetts Nl"PA l Unif Fire Code' 2. NFPA 1.0 'PortableFif6E,xiinguishers' NI'Pn. l3 "Cnstallat.ion ot' prinkler Systems"' 4. NF'PA `?S 1.6spection aiid.Testii �, of'Water Based.Fi:re Protection; Sz steins" 5. NFPA �l `=National Fuel Gas Code'' 66,1ain.Str�el :I North Easionyklis',i-hu' tiaU?3>G �11 I W.8.230.0266 I * ! i65.2a0.0'65 ! 13ia2;r,f3tsft.cn�tne��iii civn P�'U.tS_All projcctsAl 073 1=ttt in r\.ilen a$6 al Nymd�'I C,i7rrzsponduri t�'�rr�gic Rs porn(PP! 1 WA6iisl,:�WILIA(1�?Ol l r 780 CrVtR 903.I,:i arratNe R,Ooi ; (than fallen @ SouthNuind Plaza,ITyannis iv1A i BAR rl 075 :2. 6. NFPA 70 "National Electrical Code'' 7. NFPA 72 —National Fire Alarrli Code" 8. NFPA 90A —"installation of Air'Condit:ifinino and Ventilation Systems" 9. NFPA 1.01. —"Li le Safety Code" C) Massachusetts General Law Chapter 1,4 ` Fire Prevention" D) Hyannis Fire Department Fire Alarm Order 93 1:,16ca1 bylaws and or(linances E) 521 CMR`Architectural Access Board" .. F) 527 CMR "Board of Fire Prevention Regulationsincluding 527 CM:R Ch 12 M Iaectc c Code" G) ADA (Americans with Disabilities Act) H) Federal haws I) 0SHA .J) ASTM E 84 ' I'estM.etl ods fo"r.'Surface BLiri iiig'Charauter siics;ofi3uildih Materials K) AS"I M E 119—Test Methods fc r hire Tests of Building Construelion and Materials Section 3 —Desi± n Respotisib�ltty for Fire Protection Systeii s A) Building.Engtneering Resources-(13ER) Professional Engiileers:`has ,fully engines re_d; designed (complete layout and calculations)and spcctfied-the Fire Protection,Svstems to be installed. B.ER will review the Installing Contractor's, shop:dravvings.-ThOTE is considered the engineer of record and cel tiFes system installation for code compliance,at completion. B) The Hyannis Fire Department,shill review and approyo'ti tal shop drzwhin;before installation for code compliance at completion Section 4-Fire.Protectiori Systems'[o Be Installed, FIRE SUPPRESSION f f1) The Fire Suppression Systeri water service shall be::Fed from a G".tap fi'ii-a rerotited 10" sefvice main:' 1*here"'yv�ll ke one Ti��un 0" double check vats=e assen�biv at thc'fire services entrance into the,-bui I'd ing. The latest flow test data available fib n date:�ind.sourcc is,64.P.SI., static with i( PSI residutal,while:flowinV at 964 GPM. + ' e bfi\1 tin Stre�t ( N'ir(h L ts6ii_,l\la5s teluisitts 62316 s 016O j I'?C)$;2i(i.Q?(ij C31 k'rt[3LR-emvmcc[fn,ct�ta i F'.l'fiPS_z\II praJiic',t�rlWS L;than 11tut cti S0uth%v41d Ilve0)rrc {i�nduuc';1�'urati�i R�pcxi(,C`i'l \S'yyi�mti) ,\u tutl]5' (11 .ttc ' 780 CMR 903.I J Naeratt�e RtPrt ' -.Ethan Allen @$mthwind Plaza, Hyannis NIA;'BER a 1507 Piz;3 1, Fire Departincrit inlet connecttons`shall bepriAidea.at:rear of building for-boosi ng: pressure to the entire system. E�lcl location is located cN ithia`100 feet of a hydiiint and is equipped with check valves and ball drips. Nameplate on the fire depau tinent connection - shall be labeled "AUTO SPKLR STANDPIPE". B) Sprinkler Systems shall provide 1,00%coverage and in general be,its follows:: 1. .Entire space shall meet the equlrcntents of Ordinary I Iazarci Group? Occupanc} ��It I a . density of 0:20 GPM per square feet o-rer the hydraulically most remote 1;50Q square feet, F.I.R.E ALARM A) The complete Fire Alarm_systeni will be provided undcrthe fit-but portion of the projcc}. Section 5=F:eatures`Used i:mthe Design Methodology r` A) The complete Fire Alarin system Xvill he provided'ttndcr the" t-out portion olthe project.- Section 6—Special Consideration and Description A) This project does not deviate tt6rfi the.prescriptive°co& ecquiren cuts irtcli.ided in the referenced Laws, Regulations or Standards. (Lb) SEQUENCE OF OPERATION. , Section l FIRE SUPPRESSION A) 'Wet Pipe St rinkler System He'a roduced from a fire melts tlz.c fusible link Ui gi as,s. bulb.tin a single sprinkler head or grotip;of sprinkler:heads.cau5ing the spruil.ler(s) to,oi eii: 1. Fusible.links are rated as foll©vvs a. Quick Response Heads: 135°F b. Sfandard Response 1104: 165°) Intermediate Response Heads.2I2T `Water'frofi the ivatcr tilled pipe is dtschafj ed irilmedtately ItoI "he sprinkler hcad(s) to conti�c l ihe-.fi'e...The fire;departm-cilt may connect to-the firedepiu-trnent c6nieetion('s) ancl: pump,additi6nal,watet to_supplement the system, Sprinkler System Ovate ilow alarms acti.vAte ttpc i system flow'aiid indicatc:.to the,fire alarm control jIanel'an.'alarm condition; The sprinkler(s)continue_to.flow water,until;ananu ':Iy shot off. fib 4am Str�c-i, l . l3 O . J.D26f � ? 2(Northl n I'J) t�t a B1;R-ety�tnccr rF�.crnj P hfH.5.All pro&tat 5tl7i(:'than AHLA) r'r;Soutl w hd f!far. t, �rretp�}tide tie \t��rr iti��-ttctx7n(F;P I 1 51`5t�0t'j r1rt--ust 05?OI 5.-doc. 780 CfV1'tt 9il;,t.t'Narrative Ftcpoart t than A,IIcn 0r;Suuthwind Plaza,.l lyannis. VfA 'Bl_IZ'++ 1- Q7 Pd-e:4 (1.0 TESTING CRITERIA Section 1 — Cestina Criteria 7 FIRE SUPPRESSION r : A) Final. Acceptance Test l. The Contractor shall notify the Owner's.Representative a minimum of tivo(5).business clays before the Final Acceptance tests are to be 0 rid ucted to,allow,schedulin- of observation if desired. ?. "fhe Conti-actor shall notify the Authority.Havitiig Judsdiction a mil inuiin of time (5) business days before the.l al Acceptance tests are to be conduc teel to allow sc 112 of observation if desired: 3. The Fire Suppression System and associated equipment shall be tested in accordan wit ce h NFPA 1:3, and provisions of.78U.CM.R d. The testing shall include but'.shall not be'l,inlited to the folio°wtng a. Receipt of complete and.signed Contrac,tor's.material and test certificates b. Hydrostatic testing of ail Interior piping to.'2OU psi,ahallkbe cond1.ucted;which,shall;be', maintained for two (2) liottrs?without liress ire loss. Pressure gauge shall be:installed" at the low elevation poilit in the system. c. The backflow prevcntor`assembly shall be forward flow tested'to ensure proper . operation at maxirriuni system demand d. Flow test each water flow device,and associated alarm interconnection to ensure an audible alarm is inittated'within,90 secoI ds of flow initiattoli-and_conti.rlues until flow ` stops. e. The main drain valves°shall be ripened and remain—;open until the system pressure stabili.zcs: tatic;and residual pressures slial.l be recorded on th t ritrac,tor,s test certificate. A written report shall be subniiited,detailing the results of all.litial_testlu inclticl a. A copy of Fire alariu control panel printer output vertfyina proper operation of each device in aldrm�or'trottb!6 tune stamped throughout'the testing process: b tl Inal System Acceptance in accordalIcc with NEP -72.and:BER Eng neers project, =requirements shall be formally dbcwiientcd utlllzina a form similar to:"`Record of Completion' -as included in Figure .5 2.l o1-NFPA 72. c: -1~ire alarm System_'iid testing to be completed wilder.`'Tenant Fit Out",,phaw. ,; Section 3 APi�i'o�°al`Regtiireine.nts The.Contractclr shall obtain written aec'epta lec ofthe installcd's stern from`the.-Autla`orit Having _lurisdtttio l prior'to tecj esting a.C'ertiCic ate:ot O:ccupanc fib\9aiEr:Strm,, .1 Nerrih T asl.ottN1w skhusClh 02356 1 •T•508:230.056W F 569 23"`f10265` f B'ER iOI'lE-k=cn21neerin p_c:ciii 1'S2UI _AIl projcct4i 1,073 1311i ui All ah%0 id Plaz.; (,q rresrand ',N srr iuve Rcp4 (Vi'I A SyStun ) :1iiPua O5'?OI S doe 780 CMR 9011 1 Narrative Retort. Ethan A11eti rr SOutilWind PIs77a,Hyannis; POA 'BCR 71:5075 pq6 j B) The: Contractor shall replace andlot °repair each system or component of a Sys tem that tftils to pass the Final Acceptance Test satisfactorily. Preliminary and Final Festi�iir shad be rescheduled and testing shall be conducted until colnpl ancy is fully cle.nuxnstrated. The Contractor shill be liable foi•alJ addi i inal charges.as a result c f t etest ng.. C) Final certification shall be provided fiom the Contractors that the instatlatic�tl.is`iri'accordance with the contract documents and all applicable codes The Engineer shall certify that the installation is in compliance with 52700R 901.5,.1 requirements.: D) Operations Manuals and Record AS-,bU It drawings.shall.be submitted with any rnodificaticins as a resultant of changes'that X10e dictated from the Final sting process, E) The Owner shall provide an'emergency cont'act 1ist:fo.r use by the Authority.14 avingT ti Jurisdiction in tlic event of an'cinergeiic5, at,tlie prtatccted property, END OF NARRATIVE. •x •e 66 hlaiirstrcct N&III L•'wston,h-tas,nhusctts w'.1 6 f 5C&.Z30.0260': '} j(tK. 6- 2(j:ti ~ 6 'a0 1 ntal2 cr RI R n rneciiir .rtvn P 'QJ :.r\il pra�cc>'I�07 dr ur r111en a`So i(I ind I-'IazK orrespon C It OS?01 dock R ALLEVATO TRANSMITTAL Y To: The Wilder Companies Date: 8/6/15 Project Number: 1521 800 Boylston Street Attention: Kellie Burke. Suite 1300 Boston,MA 02199 Regarding: Ethan Allen - Southwind.Plaza ®Attached ®Via Email ❑Regular Mail ❑Hand.Delivery ❑Pick Up ❑Under separate cover FED Ex OarnoNs: ❑Priority ❑Std Overnight ❑Second Day ❑Express Saver(3'"Business Day) Prints - f .°. ® ❑CAD Files ®Specifications ❑Shop Drawings ❑Submittal _ ❑Bulletin/Addenda ' ❑Samples ❑CD-DVD ❑Affidavit ❑Other. Drawing ; Copies Number Date; . Description 1 A060-AS00 8/06/15 Architectural 1 S101-S502 : 8/06/15 Structural 1 M101 8/06/15 Mechanical 1 P101-P301 8/06/15 Plumbing s 1 FP101-FP210 8/06/15 Fire Protection 1 E100-E101 8/05/15 Electrical 1 8/06/15 Project Manual ®Reviewed ❑For Approval ❑For Review&•Comment ®As Requested by:Kelli Burke ❑Reviewed with Comments `❑For Your Use • .❑Revise&Resubmit � II Distribution Bulletin/ Prints Other Comments Addenda Issued For'Permit Package Dated 08/06/15 ' If enclosures:are not as noted kindly notify us at once. From: Vu Alexander,AIA Allevato Architects Inc 31 Hayward Street Franklin,MA 02038 tel 508 528 0770 fax 508 528 9454 allevatoarchitects.com ALLEVATO TRANSMITTAL To: Ethan Allen Global,Inc Date: 8/6/15 Project Number: 1521 Ethan Allen Drive Attention: Michael R. Pogodzienski P.O.Box 1966 Danbury,MA Ct 06813 Regarding: Ethan Allen (203)743-8392 Southwind Plaza ®Attached ®Via Email ❑Regular,Mail ❑Hand Delivery ❑Pick Up ❑Under separate cover FED Ex OvnoNs: ❑Priority ❑'Std Overnight.. .❑Second Day ❑Express Saver(31 Business Day) ®Prints ❑CAD Files ®Specifications• ❑Shop Drawings El Submittal ❑Bulletin/Addenda ❑Samples ❑CD-DVD ❑Affidavit ❑Other: , Copies Drawing Date Description Number 1 A060-A500 8/06/15 Architectural 1 S101-S502 8/06/15 Structural 1 M101 .• 8/06/15 Mechanical 1 P101-P301 8/06/,15 Plumbing. 1. FP101-FP210 8/06/15 Fire Protection 1 E100-E101, 8/05/15 Electrical x 1 8/06/15 Project Manual -- ®Reviewed ❑For Approval ❑For Review&Comment ®As Requested by:Kelli Burke ❑Reviewed with Comments ❑For Your Use ❑Revise&Resubmit Bulletin/ Distribution Prints Other : Comments , Addenda y Issued For Permit Package Dated 08/06/15. . If enclosures ar'e'not as noted,kindly notify us at once. From: Vu Alexander,AIA Allevato:Architects Inc 31 Hayward Street Franklin,MA 02038 . • ,. r tel 508 528 0770 fax 508 528 9454 allevatoarchitects.com �i V71.f,"l 1. I..;'r_` I i,is Ji F'W � tC L.,S.61L IE 4:f'.4 Inc":..• I •.. Cononwealth of Massachusetts State Building Code 7�.® C'MR, ,8. Ed1tl :n ( , '!,Chapter- 9 Fire Protection Systems 780 CMR— 903.1.1 • 'Narrative Report IY w Ethan Allen @-Southwnd Plaza Hyannis; MA: DER Projeet #15075 August 5, .2015 ��ZHQFr1y�SU IS STEVEN r. KAAAN © EM; ;CALcn No,3498+ti NAL MA ZA Prepared By:. , Chris Hoekstra-Firc- rotection ©yy. L r TA ACE 66♦lain 5treek. Nonh l seti0 Z: � s t .2J: ( iEtlE to Inerin,.an( (( 7 O CMR 903:1:1 Narrative ttel orb; - Ethan Allen y Southwind Plaza,I'Iyannis MA't BER',15075 780 CMR 903.1.1 — Narra#ive Report (La) BASIS—METHODOLOGY OF DIVSIGN Section 1. —Buildili�Description A) Building"Use" Group: '`M'z—'Mercantile. B) Total Area of Building:8,000 square feet. C) Building Height: One(1)'sto' 22 -6„• D) Number Of Floors Above Grade:; One (1)story. E) Number of Floors Below Grade';:Zero (0). e 1~) Square Footage:per.rloor: 8 000:square feet: G) Type(s) of Occupancies (Hazards) within the`Building:"M"- lVMercantde, ' H) Type(s) of Construction:. IIB-. 1) Hazardous Material Usabe and Storage: No'Ic. J) High Storage (oycr 12 feet) oFComm;oditie's 'Withiii BUil.d ng I ess tl1an K) Site Access Arrangenietit<for Criergetcy,Resportse Vehicles.-.Trrtcl:access via R132 fire hydrant located at east/wgst corner of'building. Fire bepariment connection located at east/west corner of building. Note: All Section ] input is in ace6rdanc•e with the architectural,design. BER is trot rest onsible.' for the classification of the structure''or the zissociated"architectural design. Section 2—Applicable Laws;Re(=u d io>ts and Standarzls A) 780 CMR Massachusetts State B;itildiag Code '8'!' Edition.. t B) Applicable NFPA Staiadacds a� d Edit' used for design of each;specific l�ire Protection ..Systeita(unless otherwise<indicated shall be the latest codes and standards acc:epted.hy T-he Common vcalth of Massachusetts). l NF.-PA I — Ufiif Fire'Code' N,CPf1 1.0; "Portable_Fi e Exttngtiisliers'` r 1v1`I'A I3: Installation of Sprinkler.Systerns" 4. NF`PA-25�—"lr spectit n dhd Testing ol,'Water'Based Fire Protectio n S�stens >, NA 5 `National Fuel Gas C'odc'' 6G tilain Street Nord,L rsum,M7a+namktts s)Z 56 ( I `168 23t)U266 E 1 i(�C�30.036 I [3E'Riu f�t;lZ;en Cent- -PIA2015.Afl projegA15075 Fdrui r\.LI€a it Stiidli�)n�d t'la ti,Carzspoiid�necl��rr7ti� Repori.(FI'[f\�r j�m,1?\u�LIAO) .2Q1 i.dr,c . 780 GMR t)03.1:1 �l�irrah R pblt.. i than Allen n;Southxvind Plaza:11;vannk MA[BER i1507. 6. NFPA 70 ``National.Electr[cal Code," 7. NFPA 72 —"National Fire.Alarzti'Code" 8. NFPA 90A —"Installation of Air Conditioning and Ventilation systems*,*" 9. NFPA 101 —'rife SIfety CCode ' C) Massachusetts Genefal Law Chapter 148 'Fire Prevention?` D) [-Hyannis Fire Department Fire Alarm Order 9� l;,local byiaWs and ordinances E) 521 CMR-'Architectural Access Board`' F) 527 CMR'Board of Fire Prevention Regulations"includin 527 CM.R Ch 12''`MA'Flectri:c Codc" G) ADA (Americans with Disabilities Aet) H) Federal taws - t I) OSFIA , J) ASTM E 84—Test Methods tcir',:Surface Burning Charai;te 'sties of.Building Materials K) ASTM E 1:19—Test Methods for irr Tests of Bel lcling Construction and Materials Section 3—17.esi it.Responsibility=for Fire, Protection S:ysteiz s A) Building Enginecring Resources(lE°R), Pto:fcssional Engineers,, has fitly engineered, designed (complete layout and°calculati6lis) iuid specified the lire Protection Systcrris to be insta[led..BER will rcvie�}�the Installing C©titractor's shop;deawiilgs.The PI is considered the en- veer of record and. dertit`tes system iistetllatto for code complit�tue at conipletro , . E3) The IIyanitis Fire Dep-artinefit Ishill review and approve.-final shop drawin $:before installation for code compliance at c.oiiipletion. Section-4—Fire Protection S stems To BeAnst'alled _ FIRE SUPPRESSION A) The Fire.Suppression Svstem w� ter=seryice shallbe fed from a 07, tap froth a reroutcel 10" service rriaiii.There will hi onemain 6',' double check valve assembly Zt the fire services entrance:into the building:The-latest now test data available fr'oin date:and §o `r6c is:64 PS'I static.iktth PS( rirsrdual,while:flowing at 9.64 GPM. hf\ls n 5tret t tv4r[i 1 isluri;itit tit i�hiis�tts 02356 I AOR.2:30 O260 ! iOK23).O26 lit R a?f3Ll2-i n mcvrirt,.tcyn Ly4,201 i a\Il proji�I;A1, 07)Y th to llot"(a SOW A%ind Plaze,Cutr�r«nd�txt l\'ur thd4 R�pcxt cF°°i'1 r1 SYstcm,) ,l ihu tl)S.3Ol a Ott 780 CMR 903.1:1 1\6rrati%i %e oit Ethan Allen ct. Southwind t'la a, Hyannis, MA I.SER ;i 5075 r Pa.Le S I. Fire Department inlet connectiorjs.shall.be pro,vided.at roar of'building., for:b6osiing pressure to the entire system. Each location is located Within 100 feet of a hydrant and is: equipped with check valves ndu ball drips. Nameplate on ffie fire department connection shall be labeled "AUTO SPKLR STANDPIPE".". B) Sprinkler Systems shall provide 1.00% coverage and in,general`be as follows: 1. .Entire space shall meet the,requirements of OrditiaryUL izard Group? Occupanc;y with a density of 0.20 GPM per squire feel o-vex the hydraulically most remote 1,,500 square - feet. FIRE ALARM . . ` A) The c©niplete Fire Algrn system will be provided u�dcr`ti c tit=o tt portion oI'the pi jt_ct: Section 5—features Used in-the Design Nlethoddloy A) The complete Fire Alarm system will be provided,lender th, fit-cut portion of:the-project Section 6—Special Consideration and Deseriptioii A) This project does not deviate fro'rn,the ptive code rt yiticenicnts included in the. referenced Laws,Regulations or Standards. (Lb) SEQUENCE OF OPERATION Wr Section l FIRE SUPPRESSION m, A): "Wet Pipe^Sprinkler System Heat produced,frohi afire melts the tutiilile.link of glass,bulb s a siiible sprinkler liead or.9roup`of spi•i:tikler Beads cau5in_ the spr.inkler(s) to open.'f L l"usible links are rated as fol ows a. Quick Response a-Leads:,l a5°F' b. Standard Response Heads 1650I c: Inteniiediate Response l=[eads .2129. Water from"the watci filled plpc s dtscliarged ituri7ediately lioiii the Sprinkfcr hcad(s)to control the:Cre: I lie.fire'departmcnt.niay connect to:the lire department connections) and. ' pump a dd. itualld1,watel to.supplcr meni tl e system. Sprinkler System ��aier llo v alari is Zctivate upcQnsystein;flow>and indicate to the'fre alarm control panel an alarti co»dition,'' The sprinklers) eontinue,:to flow water until;manually sheet,oft. §, 0)N1,61)strcui 1 Ni 111,l ntom NLLS.6chtl tt t)?»(�. ( r�t}R.?3U.tJ2GO' 1 V-0 'ijO.62fi;:' t31:R rr t31'.I'-iu• necrin .uni F."LfiE 5''::\ll.rruj c[�,1 tl7. Leh 1 A11.c i rr Souditt mJ[1W,k't;��rrespt�ndc nc `t srr,itn° Rc pure(F.l'I t1 Si'stuu�l tl�) use f)>2OI�.do 73U C IR 903.1.1 Narrative ttcpoi-t Ethan Allen @ S.outhwind Plaza-Hy s,.VtA,'E3F tt##15075 Pa-� 4 (1.0 TESTING CRITERIA Section. 1 -Testinc Criteria FIRE SUPPRESSION A) Final Acceptancerest I. The Contractor shall. notify the Owner's Representative a m,inimun .of f ve (5) business days before the final Acceptan6e1 sts are to be conducted'to.allow scheditlina of observation if desired. 2. The Contractor shall notify the Authority Havii g',lurisdiction a mitiimuin of five (�) - business clays before the,F.inal Acceptance tests arc to 1Tc cotiducteel to-al low scllediilina of observation if desired. 3. The Fire Suppression System and associated eguipnnept shall be te'sted'in accordance:(vith NFPA 13,and provisions of-780..CMR 4. The testing shall include btit'shall not be liniited. to.the following: a. Receipt of complete and signed C'ontractor's material and test certificates b. Hydrostatic testing of all interior piping to'2,00 psi shall be conducted,;4vliieh shall nnaiiitained,for two'(2) lours without`p.ressiire loss.: Prey tzre gauge shall b&:.nstalled: at the low elevation point.in-tlie systen>.. C. The back-flow preventor assembly shall be forward flow.tested:to ensure proper operation at maxm!um'system demand. d. Flow test each water flow deg ice and associated: alarm ntcrconriccticiia to enstire an audible alarm is.initiated Nvithi'n 90 seconds of flow initiation and continues until ;16iv stop$. e: The tnaiii drain v*alvts shall be.ope ned acid re,main,open until-the system pressure stabilizes. Static,lnd residtial pressures shall be recorded on the; CO ntractor'.s test certificate. 5. A written report shall be subnnitted detailing the results of all.final testih Y'includ:iig: a. A copy of hire alarm coritrnl panel pr.lter output verifying proper operation of each devise in alarin or trouble :tiinc stamped throtighotit the testing`proc-process,.,d . b Final System A ceptance in accordance with NFPA-72,and l3ER Engineers project requirements shall,be formally documented i tilizina a form similar to_ `_"Record of n Completion'as included-in Figure 5.2.1 oh NFPA-72; c: Fire alarni system and testing torhe completed udder""Tenant Fi -C?ut" phase. Scction 3.-Approval'Regaireinents A) The C:ontraetor dial] obtain written acceptance oFt:lie unstalled s}stem fronn the Authorit4 Hdviii .turisdiction prior to i,.qL eStilig to Certificate of Occupckncly. + 56 Main street A North L7atwn,.;via+s7cfiusetts 02356 1 T aU3.�3'O.026ti � ' � a 1 i 5Ui, " a(i.t1�bi [31iZ a RIR-c n inerirr�ct�n . P LUI?cAll prg4�ct+'I5075 1"hin \lLh tits ticxrlhrr End Plai.rSCurr�tiiiint<luKe',N rrtao - R�purt(.I'.P I A Sl'f4rr7>? ;G�gu,t 4 _)0I5,dk 780 CMR 903.,I.I Nltrative Ftep©rt' 1 than Allen rr�S tithwi►d Miza,.Hvannis; N1A FR 71/B Q7 << _ :i ;.Par" B) The Contractor shall replace and/or repair each systen'or component of. a system,that fails to pass the Final Acceptance' est satisfactorily: Pre limil ary and Final Testing shall be rescheduled and testing shall be colxtucte,d until cnl-ipli,aricy is ftiliv demonstrated. The Contractor shall be liable for all additional charges as.a result ofretesti.n9. C) Final certification shall be provided Erorn the Contrac.torsthat the installation is in accordance with the contract documents and all applicable codes: The 1 t -inecr shall certify that the installation i.s.in compliance with 527CDOR 901.�I.1 redo rci tents. D) Operations Manuals and.Record.As'-built`drawings shall be submitted vvlth'ariy nr�dificakiciiis _ as.a resultant of chances:that Nniere dictated from the Final Testing process. 1 ) The Owner shall.provide an ei ergency contact list for use by the Authority ;l-Iavili == k Jurisdiction in the event 6- Pan cider-T' }T at tI e'pro tected_property. END OF NARRATIVE " GG L1v t.Sirtet: I tith L ratan llac�achu its 0235.6 l f SO$'.3:zU u?6p w L,�`ttB,Z i{!:Q?fi5''` L3F_l2 ci'E3.Gl�-i ns it ecriut.c iri 1't201a i111 prqjvci IM>Ltlwn Alien n Scutti��uuI PIitz7 Cnrrespond�ncctN trrittve:Etc cart(F1'FA Sjaunsj t1u4u+05.1171;.doc 11A Of�A 9 STEVEN e KARAN n c� MECHANICAL 34 89 r /GNAL _ _ _ Fire Protection by Computer Design BER ENGINEERING, INC. 66 MAIN STREET NORTH EASTON,MA 02356.. ` 508 230-0260 Job Name Ethan Allen- Hyannis MA Building Location System - Contract Data file Ethan Allen.WXF Computer Programs by Hydratec Inc:- Route 111 Windham N.H. USA 03087 Water Supply Curve (C) BER ENGINEERING, INC. Page 1 Ethan Allen - Hyannis MA Date 08-06-15 City Water Supply: C1 - Static Pressure 64 C2 - Residual Pressure: 56 C2 - Residual Flow 964 150 D1 - Elevation 8.012 140 7 D2- System Flow 313.72 D2- System Pressure `41.011 130 _ Hose Ad• City) ._ ( 1 Y) Hose ( Demand ) 250 P 120 D3- System Demand 563.72 Safety Margin M r in 20 0 24 R 110 m E 100 S 90 S 80 U 70 , Y R 60 E 50 D2 40 30 20 10 . D1 100 200 300 400 500 600 700 800 - 900' FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary BER ENGINEERING, INC. Page 2 Ethan Allen - Hyannis MA Date 08-06-15 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 A Generic Alarm Valve 0 0 0 0 0 0 7.7 21.5 0 17 17 27 29 0 0 0 0 0 0 0 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 T 90'flow Thou Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD BER ENGINEERING, INC. Page 3 Ethan Allen - Hyannis MA _ Date 08-06-15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. HEADS 0.0 26.38 na 101 18.5 5.6 18.97 na 24.39 .2 120 18.36 102 18.5 5.6 18.92 na 24.36 .2 120 18.36 103 18.5 5.6 18.93 na 24.36 .2 120 18.36 104 18.5 5.6 18.5 na 24.09 .2 120'- 18.36 105 18.5 5.6 18.38 na 24.01. .2 120 18.36 106 18.5 5.6 18.37 na 24.0 ..2 120 - 18.36 107 18.5 5.6 18.39 na 24.01 .2 120 18.36- 108 18.5 5.6 18.54 na 24.11 .2 120 18.36 109 18.5 5.6 18.55 na 24.12 .2 120 18.36 110 18.5 5.6 18.43 na 24.04 .2 120 18.36 111 18.5 5.6 18.42 na 24.03 .2 120 18.36 112 18.5 5.6 18.44 na 24.05 .2 120 18.36 113 18.5 5.6 18.6 na 24.15 .2 120 18.36 MAINS 0.0 26.38 na TOR 18.0 23.65 ' na M1 18.0 22.83 na M2 18.0 22.51 na M3 18.0 22.29 na M4 18.0 22.13 na, , M5 18.0 22.02 na M6 18.0 21.94 na M7 18.0 21.89 na _ M9 18.0 20.43 na M10 18.0 20.43 - na M11 18.0 20.41 na M12 18.0 20.36 na M13 18.0 20.29 na M14 18.0 20.24 na BRANCHES 0.0 26.38 na B1 18.0 20.22 na 4- B2 18.0 '20.17 na B3 18.0 20.17 na B4 18.0 19.73 na B5 18.0 - 19.6 na B6 18.0 19.59 na B7 18.0 19.61 na B8 18.0 19;77 na M8 18.0 21.88 na - B9 18.0 19.77 na 810 18.0 19.65 na B11 18.0 19.64 na B12 18.0 19.66 na B13 18.0 19.83 na , SERVICE 0.0 26.38 _ na BOR 0.0 31.57 na ; TEST 0.0 41.01 na 250.0 .. The maximum velocity is 9.05 and it occurs in the pipe between nodes 101 and 131 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BER ENGINEERING, INC. ' Page 4 Ethan Allen - Hyannis MA Date 08-06-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv " "" Notes Point Qt Pf/UL Eqv. Ln.. Total Pf . Pn - 101 24.39 1.049 1 T 5.0 0.500 18.969 K Factor= 5.60 to 120 0.0 5.000 0.217 61 24.39 0.1876 0.0 5.b00 1.032 Vel = 9.05 0.0 24.39 20.218 K Factor.= 5.42 102 24.36 1.049 1 T 5.0 0.500 18.923 K Factor=5.60 to 120 0.0 5.000 0.217 B2 24.36 0.1875 0.0 5.500 1.031 Vel = 9.04 0.0 24.36 20.171 K Factor= 5.42 103 24.36 1.049 1 T. 5.0 0.500 18.926 K Factor= 5.60 to 120 0.0 5.000 0.217 B3 24.36 0.1875 0.0 5.500 1.031 Vel = 9.04 0.0 24.36 20.174 K Factor=. 5.42 104 24.09 1.049 1 T 5.0 0.500 . 18.504 K Factor=5.60 to 120 1; 0.0 5.000 0.217 B4 24.09 0.1836 0.0 5.500 1.010 Vel = 8.94 0.0 24.09 19.731 K Factor= 5.42 105 24.01 1.049 1 T 5.0 0.500 18.381 K Factor=5.60 to 120 0.0 5.000 0.217 B5 24.01 0.1824 _ 0.0 5.500 1.003 Vel = .8.91 .- 0.0 24.01 19.601 `} K Factor= 5.42 106 24.00 1.049 1 T 5.0 0.500 _.18.367 K Factor=5.60 to 120 0.0 . 5.000 •,0.217 ' B6 24.0 0.1824 0.0 5.500 1.003 Vel 8.91 0.0 24.00 19..587 K Factor 1- 5.42 107 24.01 1.049 1 T 5.0 .0.500 18.390 K Factor'= 5.60 to 120 0.0 5.000 0.217 B7 24.01 0.1824 0.0 5.500 1.003 Vel = 8.91. 0.0 y - 24.01 19.610 K Factor= 5.42 108 24.11 1.049 .1 T 5.0 0.500 18.537 K Factor=5.60 to 120 0.0 5.000 0.217 B8 24.11 0.1838 0.0 5.500 1.011 Vel = 8.95 0.0 24.11 19.765 . K Factor= 5.42 109 24.12 1.049 1 T' 5.0 0.500 18.546 K Factor=5.60 to 120 0.0 _ 5.000 0.217 B9 24.12 0.1838 0.0 5.500 1.011 Vel = 8.95 24.12 19.774 K Factor= 5.42 - 110 24.04 f.049 1 T 5.0 0.500 18.428 K Factor= 5.60 to 120 0.0 5.000 - 0.217 610 24.04 0.1827 0.0 5.500 1.005 Vel = 8.92 Computer.Programs by Hydratec Inc.: Route 111 • Windham N.H. USA 03087 Final Calculations - Standard BER ENGINEERING, INC. Page 5 Ethan Allen - Hyannis MA Date 08-06-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""' " Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 24.04 19.650 K Factor= 5.42 111 24.03 1.049 1 T 5.0 0.500 .18.416 K Factor=5.60 to 120 0.0 5.000 0.217 B11 24.03 0.1827 0.0 5.500 1.005 Vel = 8.92 0.0 24.03 19.638-- K Factor= 5.42 112 24.05 1.049 1 T 5.0 0.500 18.442 K Factor= 5.60 to 120 0:0 5.000 - 0.217 B12 24.05 0.1829 0.0 5.500 1.006 Vel = 8.93 0.0 24.05 19.665 - K Factor= 5.42 113 24.15 1.049 - 1 T 5.0 0.500 18.596 K Factor=5.60 to 120 0.0 5.000 0.217 B13 24.15 0.1844 0.0 5.500 1.014 Vel = 8.97 0.0 24.15 19.827 K Factor 5.42 TOR -313.72 4.26 1 E 13.167 22.500 23.653 to 120 0.0 13.167 0.0 M1 -313.72 -0.0230 0.0 35.667 -0.821 Vel = 7.06 M1 0.0 4.26 1 E 13.167 1.000 22.832 to 120 0.0 13.167 0.0 M2 -313.72 -0.0230 0.0 14.167 -0.326 Vel = 7.06 M2 41.05 4.26 0.0 12.000 22.506 to 120 0.0 0.0 0.0 M3 -272.67 -0.0177 0.0 12.000 -0.213 Vel = 6.14 M3 38.78 4.26 0.0 12.000 22.293 to 120 0.0 0.0 0.0 M4 -233.89 -0.0133 0.0 12.000 -0.160 Vel = 5.26 M4 37.19 4.26 0.0 12.000 '22.133 to 120 0.0 0.0 0.0 M5 -196.7 -0.0098 0.0 12.000 -0.117 Vel = 4.43 M5 36.36 4.26 0.0 12.000 22.016 to 120 0.0 0.0 0.0 M6 -160.34 -0.0066 0.0 12.006 0.079 Vel. -3.61 M6 44.36 4.26 0.0 12.000 21.937 to 120 0.0 0.0 0.0 M7 115.98 -0.0037 0.0 12.000 0.044 Vel = 2.61 M7 58.40 4.26. 0.0 12.000 21.893 to 120 0.0 0.0 0.0 M8 -57.58 0.0010 0.0 12.000 0.012. Vel = 1.30 0.0 -57.58 21.881 K Factor= -12.31 M9 -41.05 4.26 0.0 12.000 20.435 to 120 0.0 0.0 0.0 M10 -41.05 -0.0006 0.0 12:000 -0.007 ' Vel = _0.92 M10 -38.78 4:26 0.0 129000 - - 20.428, to 120 0.0 0.0 .0.0 M11 -79.83 0.0018 0.0 12.000 -0.022 Vel = 1.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r Final Calculations - Standard BER ENGINEERING, INC. Page 6 ' Ethan Allen - Hyannis MA - Date 08-06-15 Hyd. Qa Dia.. Fitting Pipe Pt Pt Ref. "C" or Ftng's . Pe Pv *`*`*** Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn Mil -37.20 4.26 0.0 12.000 20.406 - to 120 0:0 0.0 0.0 M12 -117.03 -0.0037 0.0 12.000 -0.044 Vel = 2.63 M 12 -36.35 4.26 0.0 12.000 20.362 to 120 0.0 0.0 0.0 M13 -153.38 -0.0062 0.0 12.000, -0.074 Vel = 3.45 M 13 28.75 4.26 0.0 12.000. 20.288 - T to 120 0.0 0.0 0.0 M14 -124.63 -0.0042 0.0 12.060 -0.050 VeI 2.81 M 14 61.83 4.26 0.0 12.000 20.238 to 120 .0.0 0.0 7.796 M15 -62.8 -0.0012 0.0 12.000 -0.014 Vel = 1.41 0.0 -62.80 28.020 K factor='-11.86 _ M2 -41.05 2.067 2T 20.0 94.500 y 22.506 to 120 0.0 20.000 0.0 M9 -41.05 -0.0181 - 0:0 114.500 -2.071 Vel =` 8.92 0.0 -41.05' 20.435 K Factor= 9.08 M3 -38.78 2.067 2T 20.0 94.500 22.293 t to . 120 0.0 20.000 0.0 ` M10 -38.78 -0.0163 0.0 114.500 -1.865 Vel = 3.71 0.0 -38.78 20.428 K Factor= 8.58 M4 -37.20 2.067 2T 20.0 94.500' 22.133• - to 120 0.0 20.000 0.0 M11 -37.2 -0.0151 0.0 114.500 -1.727 Vel 3.56 0.0 -37.20 20.406 K Factor= -8.24 _ M5 -36.35 2.067 2T 20.0 ,94.500' 22.016 to 120• 0.0 20.000 0.0 M12 -36.35 -0.0144 0.0 114.500 -1.654 Vel= 3.48 0.0 -36.35 20.362 K Factor= -8.06 M6 -44.36 2.067 1 T 10.0 "72.250 21.937 to 120 0.0 '10.000 0.0 B1 -44.36 -0.0209 0.0 82.250 -1.719 Vel 4.24 B 1 24.39 2.067 0.0 10.000 20.218 to 120 0.0 0.0, 0.0. 4 B2 -19.97 -0.0047 0.0 10.000 .. 0.047 Vel = 1.91 - B2 24.36 M67 0.0 10.000 20.171 to 120 0.0 0.0 0.0 , B3 4.39 0.0003 0.0 10.000 0.003 Vel = 0.42 B3 24.36 2.067 1 T 10.0 2.250 20.174 to 120 0.0 10.000 0.0 M13 28.75 0.0093 0.0 12.250. 0.114 Vel= 2.75 . 0.0 -Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BER ENGINEERING, INC. Page. 7 ~ Ethan Allen - Hyannis MA Date 08-06-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .'C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. 'Ln. Total Pf" Pn 28.75 20.288, K Factor= 6.38 M7 -58.40 2.067 1T .. 10.0 52.250 n 21.893 to 120 0.0 10.000 0.0 B4 -58.4 -0.0347 0.0 62.250 -2.162 Vel = 5.58 B4 24.09 2.067 0.0 10.000 19.731 to 120 0.0 0.0 0.0 B5 -34.31 -0.0130 0.0 10.000 -0.130 'Vel = 3.28 B5 24.01 2.067 0.0 10.000 19.601 to 120 0.0 0.0 0.0 - B6 -10.3 -0.0014 0.0 10.000 -0.014 Vel = 0.98 B6 24.00 2.067 0.0 10.000 19.587 to 120 0.0 0.0 0.0 B7_ 13.7 0.0023 0.0 10.000 0.023 Vel= 1.31 . B7 24.02 2.067 0.0 10.000 10.610 to 120 0.0 0.0 0.0 B8 37.72 0.0155 0.0 - 10.000 0.155• -Vel = 3.61 B8 24.11 2.067 IT . 10.0 2.250 19.765 to 120 0.0 10.000 0.0 M14 61.83 0.0386 0.0 12.250 0.473 Vel = 5.91 0.0 61.83 20.238 K Factor= 13.74 M8 -57.58 2.067 IT 10.0 .52.250 21.881• to 120 0.0 10.000 0.0 B9 -57.58 -0.0338 0.0 62.250 -2.107 Vei= 5.51 B9 24.11 2.067 0.0 10.000 19.774 to 120 0.0 0.0 0.0 , B10 -33.47 -0.0124 0.0 10.000 -0.124 Vel = 3.20 B10 24.04 2.067 0.0 10.000 19.650 to 120 0.0 0.0 0.0 B11 _ -9.43 -0.0012 0.0 10.000 -0.012 Vel- 0.90 611 24.03 2.067 0.0 10.000 19.638 to 120 0.0 0.0 0.0 B12 14.6 0.0027 0.0 10.000 0.027 Vel = 1.40 B12 24.05 2.067 0.0 10.000 19.665 to 120 0.0 0.0 0.0 B13 38.65 0.0162 0.0 10.000 0.162 Vel = 3.70 B 13 24.15 2.067 0.0 10.000 19.827 to 120 0.0 0.0 7.796 M15 62.8 0.0397 0.0 10.000 0.397 Vel = 6.00 _ 0.0 _ 62.80 28.020 K Factor= 11.86 TOR 313.72 6.357 1 E 17.603 , 18.000 -23.653 to 120 0.0 17.603 7.796 BOR 313.72. 0.0033 0.0 35.603 0.117 Vel = 3.17 _ BOR 0.0 6.357 1 E - 17.603 1000.000 31.566 to 120 1 A 33.948 51.551 6.000- ' Fixed loss = 6.000 TEST 313.72 0.0033 0.0 1051,.551 3.445 Vel = 3.17 250.00 Qa= 250.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i • ' Final Calculations - Standard BER ENGINEERING, INC. Page 8 Ethan Allen - Hyannis MA Date 08-06-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *****' Notes Point Qt Pf/UL Eqv.. Lh. Total Pf Pn 563.72 41.011 ' K Factor= 88.03 • 1 . Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . . ZN0FMp3s9 0 STEVEN A. tiN KARAN MECHANICAL H No 3 989 ADO,Q�Q �c _ - -.Fire-Protection by Computer Design BER ENGINEERING, INC. 66 MAIN STREET NORTH EASTON, MA 02356 508 230-0260 Job Name Ethan Allen - Hyannis MA Building Location System ' Contract Data File : Ethan AIIen.WXF Computer Programs by.Hy&atec Inc. Route 111 Windham N.H. USA 03087 ai Water Supply Curve (C) BER ENGINEERING, INC. Page 1 Ethan Allen Hyannis MA Date 08-06-15 = City Water Supply: ' C1 - Static Pressure 64 C2 -'Residual Pressure: 56 C2 - Residual Flow 964 F 150 _. . . D1 - Elevation- 8.012 140 ' D2-System F►ow 313.72 D2- System Pressure 41.011 130 Hose (Adj City) Hose ( Demand ) 250 P 120 ' D3-System Demand 563.72 Safety Margin 20.024 R.110 E,100 f - S 90 r . S 80 70 Ci R 60 E 50 D2 40 na 30 . 20 10 100 200 300 400 500 600 700 800 900 FLOW ( N ^ 1.85) Computer Programs by Hydratec Inc. Route ill Windham N.H. USA 03087 Fittings Used Summary BER ENGINEERING, INC. Page 2 ` Ethan Allen Hyannis MA Date 08-06-15 Fitting.Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 A Generic Alarm Valve 0 0 0 0 0 0 7.7 21.5 0 17 17 • 27 29 0 0 0 0 0 0 0 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12, 14 18 22 27 35 40 45 50 61 T 90'Flow Thru Tee 3, 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD BER ENGINEERING, INC. Page 3 Ethan Allen-.Hyannis MA Date 08-06-15 Node Elevation K-Fact 'Pt Pn Flow Density Area Press No , Actual Actual Req. HEADS 0.0 26.38 na 101 18.5 5.6 18:97 na - 24.39 .2 120 18.36 102 18.5 5.6 18.92; na 24.36 .2 120 18.36 103 18.5 5.6 18.93 na 9 24.36 .2 120. 18.36 104 18.5 5.6 18.5 na 24.09 .2 120 18.36 105 18.5 5.6 18.38 • na .: 24.01 .2 120 18.36 106 18.5 5.6 18.37 na 24.0 .2 120 18.36 107 18.5 5.6 18.39 na 24.01 :2 120 18.36 108 18.5 5.6 18.54 na 24.11 .2 120 18.36 109 18.5 5.6 18.55 na 24.12 .2 120 18.36 110 18.5 5.6 18.43 na 24.04 2 120 18.36 111 18.5 5.6 18.42 na 24.03 2 120 .18.36 112 18.5 5.6 18.44 na _ 24.05 .2 _ 120 18.36 113 18.5 5.6 18.6 na 24.15 .2 120 18.36 MAINS 0.0 d 26.38. na, TOR 18.0 23.65 na M1 18.0 22.83 na M2 18.0 22:51 na A M3 18.0 22.29 na M4 18.0 22.13 na M5 18.0 22.02 na M6 18.0 " 21.94 na . M7 18.0 21.89 na M9 18.0 26.43 na " M10 18.0 20.43 na Y ` M11 18.0 20.41 na M12 18.0 20.36- na - M13 18.0 20.29 na M14 18.0 20.24 na BRANCHES 0.0 26.38 na B1 18.0 20.22 `na B2 18.0 20.17 na B3 18.0 20.17 na B4 18.0 19.73 na . B5 18.0 19.6 na B6 18.0 19.59 na B7 18.0 19.61 na B8 18.0 19.77 na M8 18.0 21.88 na B9 18.0 19.77' na B10 18.0 19.65 na , B11 18.0 19.64 na B12 18.0 19.66 na B13 18.0 19.83 na SERVICE 0.0 26.38 na BOR 0.0 31.57 na TEST 0.0 41.01 na " 250.0 ` The maximum velocity is 9.05 and it occurs in the pipe between nodes 101 and B1 Computer rPrograms by Hydratec Inc. Route 111 Windham NM. USA- 03087 Final Calculations - Standard BER ENGINEERING, INC. Page 4 Ethan Allen - Hyannis MA Date 08-06-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or ` 9 Ftn 's Pe Pv t "*"*'" Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 101 24.39 1.049 1 T 5.0 0.500 18.969 K Factor= 5.60 to 120 0.0 5.000 0.217 B1 24.39 0.1876 0.0 5.500 1.032 Vel = 9.05 _ 0.0 24.39 20.218 K Factor= 5.42 102 24.36 1.049 1 T 5.0 0.500 18.923 K Factor=5.60 to 120 0.0 5.000 0.217 . B2 24.36 0.1875 0.0 5.500 1.031 Vel = 9.04 0.0 24.36 20.171 K Factor= 5.42 103 24.36 1.049 1 T 5.0 0.500 18.926 K Factor= 5.60 to 120 0.0 5.000 0.217 B3 24.36 ' 0.1875 0.0 5.500 1.031 Vel.= 9.04 0.0 24.36 20.174 K Factor= 5.42 104 24.09 1.049 1.T 5.0 0.500 18.504 K Factor=5.60 -to 120 0.0 5.000. 0.217 B4 24.09 0.1836 0.0 5.500 1.010 Vel 8.94 24.09 19.731 K Factor= 5.42 105 24.01 1.049 1 T: 5.0 0.500 18.381 K Factor=5.60 to 120 0.0 5.000 0.217 B5 24.01 0.1824 0.0 5.500, 1.003 Vel = 8.91 _ 0.0 24.01 19.601 K Factor= 5.42 106 24.00 1.049 1 T 5.0" 0.500 18.367 K Factor=5.60 to 120 0.0 5.000 0.217 B6 24.0 0.1824 0.0 5.500 1.003 Vel = 8.91 0.0 24.00 19.587 K Factor= 5.42 _ 107 24.01 1.049 ,1T 5.0 0.500 18.390 K Factor= 5.60 to 120 0.0 5,000 0.217 B7 24.01 0.1824 6.0 5.500 1.003 Vel = 8.91 0.0 24.01 19.610 K Factor= 5.42 108 24.11 1.049 1 T 5.0 0.500 - 18.537 K-Factor=5.60 to 120 0.0 5.000 0.217 B8 24.11 0.1838 0.0„ 5.500 1.011 Vel = 8.95 0.0 24.11 19.765 K Factor= 5.42- _ 109 24.12 1.049 1 T 5.0 0.500 18.546 K Factor= 5.60 to" . 120 0.0 5.000 0.217 B9 24.12 0.1838 0.01 5.500- 1.011 Vel = 8.95 0.0 24.12 19.774 K Factor= 5.42 110 24.04 1.049 1 T" 5.0' 0.500 18.428 K Factor= 5.60 to 120 0.0 5.000 0.217 1310 24.04. 0.1827 0.0 5.500 1:005 Vel = ,8.92 Computer Programs by Hydratec Inca Route 111 Windham N.H. USA 93087 Final Calculations - Standard BER ENGINEERING, INC. Page 5 - Ethan Allen - Hyannis MA Date 08-06-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """' Notes Point Qt Pf/UL Eqv. Ln: Total Pf Pn 0.0 24.04 19.650 K Factor= 5.42 _ 111 24.03 1.049 1 T 5.0 0.500 18.416 K Factor= 5.60 to 120 0.0 5.000 0.217 B11 24.03 0.1827 0.0 5.500 1.005 Vel = 8.92 0.0 24.03 19.638 K Factor= 5.42 112 24.05 1.049 1 T 5.0 0.500 18.442 K Factor= 5.60 to 120 0.0 5.000 0.217 B12 24.05 0.1829 0.0 5.500 1.006 Vel = 8.93 0.0 24.05 1.9.665 K Factor= 5.42 113 24.15 1.049 1 T 5.0 0.500 18.596 K Factor=5.60 to 120 0.0 5.000 0.217 B13 24.15 0.1844 0.0 5.500 1.014 . Vel = 8.97 r 0.0 24.15 19.827 K Factor_ 5.42 TOR -313.72 4.26 1 E 13.167 22.500 23.653 to 120 0.0 13.167 0.0 M1 313.72 -0.0230 0.0 35.667 -0.821 Vel = 7.06 M 1 0.0 4.26 1 E 13.167 1.000 _ 22.832 to 120 0.0 13.167 0.0 M2 -313.72 0.0230 0.0 14.167 -0.326 Vel = 7.06 M2 41.05 4.26 0.0 12.000 22.506 to 120 4 =0.0 _ 0.0 0.0 M3 -272.67 -0.0177 0.0 12.000 0.213 Vel =, 6.14 M3 38.78 4.26 0.0 12.000 22.293 to 120 0.0 0.0 0.0 M4 -233.89 -0.0133 0.0 12.000 -0.160 Vel _ .5.26 - M4 37.19 4.26 0.0 12.000 22.133 to 120 0.0 0.0 0.0 M5 -196.7 -0.0098 0.0 12.000 -0.117 Vel_ 4.43 M5 36.36 4.26 0.0 12.000 22.016 to 120 0.0 0.0 0.0 M6 -160.34 -0.0066 0.0 12.000 -0.079 Vel =. 3.61 M6 44.36 4.26 0.0 12.000 21.937 to 120 0.0 0.0 0.0 M7 -115.98 -0.0037 0.0 12.000 -0.044 Vel = 2.61 - M7 58.40 4.26 '0.0 12.000 21.893 to 120 0.0 0.0 0.0 • - M8 -57.58 -0.0010 0.0 12.000 -0.012 Vel = 1.30 0.0 -57.58 21.881 - K Factor= 12.31_ M9 -41.05 4.26 0.0 12.000 • 20.435 to 120 0.0 0.0 0.0 M10 -41.05 0.0006 0.0 12.000 -0.007 Vel = 0.92 M10 -38.78 4.26 0.0 12.000 20.428 to 120 0.0 0.0 0.0 M11 -79.83 -0.0018 0.0 12.000 -0.022 Vel = .1.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BER ENGINEERING, INC. Page 6 Ethan Allen - Hyannis MA Date 08-06-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C', or. Ftng's Pe Pv ""' " Notes Point at Pf/UL Eqv. Ln. Total Pf Pn y M11 -37.20 4.26 0.0 12.000 20.406 to 120 i 0.0 .- 0.0 0.0 M12 -117.03 -0.0037 0.0 12.000 -0.044 Vel = 2.63 M12 -36.35 4.26 0.0 12.000 20.362 to 120 0.0 - 0.0 0.0 M13 -153.38 -0.0062 0.0 12.000 -0.074 Vel, 3.45. M 13 28.75 4.26 0.0 12.000 20.288 to 120 0.0 -0.0 0.0 M14 -124.63 -0.0042 0.0 12.000 -'0.050 Vel = 2.81 M 14 61.83 4.26 0.0 12.000 20.238 to' 120 0.0 0.0 7.796 M15 -62.8 -0.0012 0.0 12.000 0.014. Vel = 1.41 0:0 + -62.80 28.020 K Factor= -11.86 M2 -41.05 2.067- 2T 20.0 94.500 22.506 to 1 120 '0.0 20.000 0.0 M9 -41.05 -0.0181 0.0 114.500 2.071- Vel = 3.92 0.0 -41.05 20.435 K Factor= -9.08 M3 -38.78 2.067 2T 20.0 94.500 22.293 to 120 0,0 20.000 , 0.0 M10 -38.78 -0.0163 0.0 114.500 -1.865 Vel 3.71 0.0 -38.78 20.428 K Factor= -8.58 M4 -37.20 2.067 2T 20.0 94.500 22.133 to 120 0.0 20.000 0.0 M11 -37.2 -0.0151 0.0 114.500 -1.727 Vel = 3.56 0.0 -37.20 20.406 K Factor= -8.24 M5 -36.35 2.067 2T 20.0 94.500 22.016 to 120 I 0.0 20.000 0.0 M12 -36.35 -0.0144 0.0 114.500 .-1.654 Vel = 3.48 0.0 -36.35 20.362 K Factor= -8.06 M6 -44.36 2.067 1 T 10.0 72.250 21.937 to 120 . 0.0 10.000- 0.0 T B1 -44.36 -0.0209 0.0 82.250 -1.719 Vel = 4.24 B 1 24.39 2.067 0.0 10.000 20.218 to 120 0.0 0.0 0.0 B2 -19.97 0.0047 0.0 10.000 -0.047 Vel = 1.91 B2 24.36 2.06.7 0.0 10.000 20:171 to 120 0.0 '0.0' - 0.0 B3 4.39 0.0003 0.0 .10.000 0.003 Vel = 0.42 B3 24.36 2.067 1 T 10.0 2.250 20.174 to 120 0.0 10.000 0.0 M13 28.75 0.0093 0.0 12.250 0:1.14 Vel = 2:75 0.0 Computer Programs by Hydratec Inc. Route 111','Windham N.H. USA 03087 a . Final Calculations - Standard DER ENGINEERING, INC. Page 7 Ethan Allen - Hyannis MA Date 08-06-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ***** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 28.75 20.288 K Factor= 6.38 _ M7 -58.40 2.067 1T .. 10.0 , . 52.250 21..893 , to 120 •0.0 10.000 0.0 B4 -58.4 -0.0347 -0.0 62.250- -2.162 Vel 5.58 - B4 24.09 2.067 0.0 10.000 19.731 to 120 0.0 0.0 0.0 ° B5 -34.31 -0.0130 0.0 10.000 -0.130 Vel = 3.28 B5 24.01 2.067 0.0 10.000 '19.601 to 120 0.0 0.0 0.0 B6 -10.3 -0.0014 0.0 10.000 -0.014 Vel = 0:98 66 24.00 2.067- 0.0 10.000 19.587 to 120 0:0 0.0 B7 13.7 0.0023 0.0 10.000 0.023 Vel = 1.31 B7 24.02 2.067 0.0 10.000 19.610 to 120 0.0 0.0 0.0 B8 37.72 0.0155 0.0 10.000 0.155 Vel= 3.61 E. B8 24.11 2.067 1T 10.0 2,250 19.765 to 120 0.0 10.000 0.0 . M14 61.83 0.0386 0.0 12.250 0.473 Vel = 5.91 0.0 61.83 r 20.238 K Factor= 13.74 M8 -57.58 2.067 1 T 10.0 52.250 21.881 to 120 0.0 10.000 0.0 B9 -57.58 -0.0338 0.0 62.250 . -2.107 Vel = .5.51 B9 24.11 2.067 0.0 10.000 Y 19.774 to 120 .0.0 0.0 0.0 B10 -33.47 -0.0124 0.0 10.000 -0124 Vel = 3.20 B10 24.04 2.067 0.0 10.000 19.650 to 120 0.0 0.0 0.0 B11 -9.43 -0.0012 0.0 10.000 -0.012 Vel = 0.90 611 24.03 2.067 0.0 10.000 19.638 to 120 0.0 0.0 0.0 B12 14.6 0.0027 0.0 10.000 0.027 Vel = 1.40 B12 24.05 2.067 `0.0 10.000 19.665 to 120 0.0 '0.0 0.0 B13 38.65 0.0162 0.0 10.000 - 0.162 Vel = 3.70 B13 24.15 2.067 0.0 10.000 19.827 to 120 0.0 0.0 7.796 M15 62.8 0.0397 0.0 10.000 0.397 Vel = 6.00 62.80 28.020 K Factor= 11.86 TOR 313.72 6.357 1 E 17.603, 1.8.000 23.653 ' to 120 0.6 17.603 7,796 BOR 313.72 - 0:0033 0.0 35.603 0.117 Vel = 3.17 BOR 0.0 6.357 1 E 17.603 1000.000 31.566 to 120 1A 33.948 51.551 6.000 * Fixed-loss = 6.000 _TEST 313.72 0. m 0.0 1051.551 3.445 'Vel = 3.17 250.00 Qa= 250.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BER ENGINEERING, INC. Page 8 Ethan Allen - Hyannis MA Date 08-06-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv `*"'** Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 563.72 41.011 K Factor= 88.03 t . Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MA SOC Filing Number: 201527674150 Date: 4/3/2015 12:09:00 AM, The Commonwealth of Massachusetts Minimum Fee:$500.00 , y William Francis Galvin i. Secretary of the Commonwealth,Corporations Division s One Ashburton Place, 17th floor Boston,MA 02108-1512 Telephone: (617)727-9640- Identification Number: 208944693 Annual Report Filing Year: 2015 1.a. Exact name of the limited liability company: OCW RETAIL-HYANNIS,LLC a 1'.b. If different,the name under which it does business in the Commonwealth: 2.The Limited Liability Company is organized under the laws of: State: DE Country: USA The date of its organization is: 04/04/2007 1 3.The general character of business, and if the limited liability company is organized to render professional service,the service to be rendered: REAL ESTATE INVESTMENT 4. Location of its principal office: No. and Street: 535 MADISON AVENUE City or Town: NEW YORK State:NY Zip:. 10022 Country:USA 5. The business address of its.principal office in the Commonwealth, if any: No. and Street: City or Town: State: Zip: Country: 6. The name and business address of each manager, if any: Title Individual Name Address(no PO sox) First,Middle,Last,Suffix Address,City or Town,State,Zip Code MANAGER OCW NEW ENGLAND RETAIL HOLDINGS,LLC 535 MADISON AVENUE NEW YORK,NY 10022 USA MANAGER TAD NEW ENGLAND LLC 535 MADISON AVENUE NEW YORK,NY.10022 USA 7. The name and business address of the person(s) authorized to execute, acknowledge, deliver and record any recordable instrument purporting to affect an interest in real property: Title Individual Name Address(no PO Box) - First,Middle,Last,Suffix Address,City or Town,State,Zip Code I? REAL PROPERTY ANNE MEYER 120SOUTH CENTRAL AVENUE CLAYTON,MO 63105 USA REAL PROPERTY THOMAS E.QUINN 535 MADISON AVENUE NEW YORK,NY 10022 USA 8. Name and address of the Resident Agent: Name: C T CORPORATION SYSTEM No. and Street: 155 FEDERAL ST., STE. 700 City or Town: BOSTON State: MA Zip: 02199 Country:USA 9. If the foreign limited liability company has a specific date of dissolution,the latest date on which the limited liability company is to dissolve: 10.Additional matters: SIGNED UNDER THE PENALTIES OF PERJURY,this 3 Day of April,2015, DAVID J. MALLEN,Signature of Authorized Signatory. ©2001 -2015 Commonwealth of Massachusetts All Rights Reserved S / a ----- no _ xr i ,0` � c August 20,2015 Mr.Thomas Perry Barnstable Building Commissioner 200 Main Street; Hyannis, MA 02601 Re: Building.Permit Application Ethan Allen New Building Construction,Southwind Plaza, Hyannis, MA Dear Mr. Perry, .On behalf of.00W Retail-Hyannis, LLC(Owner), please accept the attached Building Permit Application and related materials for the Ethan Allen New Building Construction,Southwind Plaza, Hyannis, MA project. The Owner hereby submits this application in order to get the building permit review underway as we have:not yet hired a General Contractor. We:are currently out to bid and once a General Contractor is hired,the Building Permit will be transferred into their name:and they will provide the ' necessary Workers Compensation Insurance information. We appreciate your assistance in his application.::Please:do not hesitate to contact us with any questions. Very Truly Yours, OCW Retail-Hyannis, LLC By:.00W New Engl nd Reta.,lHoldings LLC Manager By:TAD New: :g a Manager By: David Mallen Manager Cc: Kelli Burke,The Wilder'Companies, Ltd. , a April 22, 2015 Mr.Thomas Perry Barnstable Building Commissioner 200 Main Street Hyannis, MA 02601 RE: Building;Permit Application"Bed Bath& Beyond Shell Southwind.Plaza—Hyannis, MA. Dear Mr. Perry: . .On behalf of OCW Retail-Hyannis, LLC (Owner), please accept the attached Building Permit Application and related materials for the Bed Bath & Beyond, Southwind Plaza, Hyannis, MA project. The Owner hereby submits this application In order to get the building permit review underway, as We have not yet. hired a General Contractor, We are currently: out to bid. Once a General Contractor is hired, the Building Permit will be transferred into their name and they will provide the necessary Workers Compensation Insurance information. We appreciate your assistance with this application. Please do not hesitate to contact Kelli Burke_, Vice President, Development Services f direct dial 617-896-4947}. Very Truly Yours, OCW Retail-Hyannis, LLC by: OCuv New'England Retail''HoldingsLLCPat? Manager by: England ana Manager DJ M/Ic Attachment(s) cc: Kell l Burke The Wilder Companies 11 Aa < 3 LJ �. - Final Construction Contr6lrD6cument To be submitted at completion of construction by a; Registered Design Professional ` for work per the 81. edition of the Massachusetts iState:Building Code;780 CMR,Section 107 7 Project Title Ethan Al1en:Shel1 South wind Rlaxa Date.4ll:V201b,; Permit No...B20152664 Property Address 990 Lyannough Road`&65 Independence L}nve, Hyannis.,MA Project. "X New construction, Project description: New 8 000 SF shelf"building for an Ethan Allen retail store. Construction includes concrete slab on grade,spread footing foundation,structural:steel frarning for building columns and roof, EPDM roofing on metal deck and insulation board,metalistud infill walls with!EIFS finishes.and aluminum storefronts,.Type MConstruction,sprinklered. 1, Vu Alexander,MA Registration Number..10210 Expiration date: 08131/2016 ,am u registered design professional, and,I';have prepared or directly supervised the re araiion of all desi n' lans,com utations. ►nd s cificatioits concerning: X ArchiteaRtal r for the above named protect I,or my designee,�have performed the necessary:.professional services and was present at the - 'construction site on a regular and periodic basis.To the best of`my knowledge,information,'and belief,the work proceeded in accordance with the requirtments of 780 CMR and the design documents approved as.part of the building permit and that I or my designee: 1_ Have reviewed, for conformance to this code and the design concept,shop drawings;-samples and other submittals by the contractor in accordance with the requirements of the construction documents: 2. Have performed the duties for registered desigrrprofessionals in 780'CMR Chapter 17,as applicable 3 Have been present at intervals appropriate to the'stage of construcpon'to become generally familiar with the ; progress and quality of the workand to determine if the work was performed in a manner consistent with:ahe construction documents`and this code. Nothing irrfhis document:relieves he contractor of its responsibility regarding the provisions`of 780'CMR 107 . Enter in the space to:the night:a,"wet"or r electronic.signature and seal i�'it)i mar Phone:number. 508=528=0770 .Email vu@allevatoarchitects.co Building Official,Use Only Building OWial Name:., PemutNo. Dnte: Allerato Archiiesis Inc':.'.:,:: 31 F1a rd Sireet Frarikf n,,MA 02038 to; 508 529 G7—/ allevatoatchtecis cam VMon t36 t 1�20.13: ` . ... . . _ _ r ... _. .. Final Construction .cnt>r'oi Document1 . . T iI1.W To1. tie sul inittcd at cone—tetxo of Construe#ion by 1.a. Re rstered best n'll'rofessional'! g• .�K fax•work peril e 81�'Edxtxor of the M; Yo�. x . MassacY usetts;State'Bi ildirtg Coele,>79Q CMR', Sectron.107 . _ .: : - . . Proaeet Title:: Ethan Allen ,. .So'uthwind.Plaza Date Marcli.2 . 2016, _` __ , Property Address '.. , ]varrnori€h Etoad route 13��& t>S'fi dependence Drive—l lvarxnis Massachusetts Pxojeet Check(X}`One:c,:r Both`as Applicable { )J—ew.:onstruchon', ( ) Existrng:Gonstr ctron Pro�ee1.t Descrrptron; N' ' 04O.sfshr.11 b�uldi ter f't�r,an Ethan Al.lenIretai] store`: `l, Steven A `Karan`.;l'E.'MA,Re�isttatian Number 34989 Expiration>Date: :lune 34. 2416;am a Regratered Ue�r�n P,h*srir)ncrl and I have prepared or d ectly supervised the prepatati. ofall design 'laris, cornputatrons<and :: specificaUcns,concer nine; '` .Architectural:. $ituctural X Melianical .C.: [ .� ., . [, , t [ I l rFe I' otection [ Electrical [' ] Otber Describe for II.the1r4�1...r: Uove Warned project ] ,terr rI:-:1:. y tiestgnee, have peifarmed the necessary professronalserviees and'Was present at the>constructic�ri site on°a regular aitd pexiodre basis 'Ta the Vest of my knowledge,;information, and belief the Ir work proceeded in accordanee,wJtl7 the requi:retnents of 78`tl:CMR and'tt e design dc�c,ixrnents approved as part cif the Uuild rxg.permit deal that I;or rrry:& igoee 1 .Have reviewed,'foe' onforrnanct to',th!. CI.rIodd and the desIgii Concept,.,shop drawings, samples and other subinrttals!by the Contractor in,:accardaftCQVith the reguirernents d the Construction doCIt rients. Ir r. 2' ltavi performed the duties for regFstered,de,sign:prdfessionals ire 780 GMR`Cl apter 1'7,as applicable 31 ]lave`bee11 reseni at intervals appropr•iatc.to,the stage ofconstructron to bccoine generally fatnrlrar with the progress and qualiity o.f.'the work d to;determine if`the"worlc was.perfc xme- ,&I .n anner consistent with the ccxnstruCtrti dociaments;:and this Code Nothing in this doe:umenf;relieues the Contractor o,--j responsibi!Itty regarding.fhe,provisi1.ons of 780 C1VIR 1.4T ��S�i Of FAR .. xtia� S�+ l nter:rn thc:spac e to the right a '`wc t Cie s srr. rr-vro�. ` . A W electronic si'Irgnature and `sealIr: ' b 'Ir �. itilE , Wit: ; NA,34s9�, : .. �� . ... -' . . . P.gne t*7unft er: ta0,8 23tr. 'Ik.GO ;: trnaFl skaran ber_�rrl;�nc eri ig wili .I.: ... _. _ _. F3u dingy OFT, )niy .. . it" ieia:A1se:( .. ._ ... R .. ... ..,. B(fl clj? C)ffic� l Name Perm/r: 0 T;ata ._. ....... . ... .... 4 ..:. .... . ..::.. Y .'i:: :'.F .. ..-..... .. .. ... .. .. .. .. .. ... .. .. .... r. 4 . t[ i x 1 _. .. - .. :. - -. Final OnAfiru�tion Tolr>cJtrol Docu>EnenJt = fo lie subinrtted at colnpletr'on of carrstrilctton by a t ' :: .:: �� C : . ' a Regjstered t)esign P'rofesStonal ;, a" for work per the.&`k,Tdidon of the . C` Ivlassachusetts<State°Bonding Code 7$t} CMI2 Section 10 . ._..:.... a .:. . . ..._ :. . .. .. _. __. _. -__ .. . .. .,. ... :.. - t'r0ec t; itle t11an Allen. S.authw►l d.F?laza . Date: March 25. ?OJ& Ptopc ty Addtess :{TKO I annouCrh Rand .Rotitz I i� 8r 65 tifdc �endcncc [)rive11I—I antes is ., as ac,husetks. .II P10,{0:ct ClieckI .(X):One c r 10"hTAs Applicable (XJ New Construchon< . . ( ) E ist►ng Construction 6 ['io ect Dcser►pt►on N' w $ GQOsf�116 bLf1 ingOfor' n ftlian Allen re a1 store° 1. I N[arc R 1?Janfe. P1; MA.R1.egistrapo►:N.dmber 381 I h. Capiration Date. June 30, 20J 6, ar a Re ctercrl:Desi ra Po E)fI.�.s1.src):11rr�rI and 111aVC,prepared or directly sirperVi'sed'tlle lareparattan:�f.all design plans; computa1.tions and spcgtt catrons eoilcerning111.1. I. "' [ "]: 1rellrtectin al: [ ] 5trt►ctc�ral [ .lvlechariical :C ]Fite['r0tect►on , jxJ ,Clectrcal C ] (?flier. Describe .. .. for the above named p►o ect I .or my designee, Dave perfor►ned the necessary professional:services and was present at the constii►ctidn site on a.regi.lat'irrtd, per►adic btis s. Td he.be,s#of my k". edge, inforr anon,and,liel►ef the; work pyoceeded iit accordance with,the Xequrierllents of`780 CMR and the design documents approved as patt'c7Fth_e birilcng perlrt and that ! o► ►iz designee. l.: Have revieure for eonfoemance to this Cade and the design coiacept,'sllop drav4tns;s, samples and other` Subil EtlalS;by t11e'Conttatt.tc)t rl 'al cokt]ahee:��vith the tequi-eilients cif'tlle construc.t�ion doc um ents Z. _ ' Nave pe►f'czr ' '; , he d..... for regrstered design prc fessiU'nals in;�80 Clvllt'Chapter 17, as appl►cable �;: Have beenptesent at iiitervals:appigpriate tq"ihe stage of eonstriac ttonto beciine genera.11y'farnilrai w►tl the pronress arcl quality of.Clle work and;to cJete;rnl►netif the%work was perforrned.'in a 4 ianner^consistent wrttlt the, constructatl docullents?and this Codc Noth ilg,til this dticume►1t relieves tale Contractor of'its respc?nsibiltty rebard'- "the prov►siot s of 780 CMR 107 ; C16 bf lqS y 1. 3 ter_in the space tb the ribht a >'`, to cat s" nrta� � electrtrnrc s l;nature and'seal1. � P , T' `" u Ai ... h. :.. ... t ;; .. :: 1 ��.y' � a 19 � 'sa, �� Phone Nt►mtrrr. 23,Q0�60 l :mail 1.'► t)lantc�zxbr► Cnarnecr mr~cu►ii } :- :.. .r - . ;:: i3uilcl;ing;t�tii rl IJs `(?nlc. .. fl. L3ti�lciit (7ilici.�ti Alarr3� ' 1 snitN'0 t3 tc ._. _.. ' .. .: w Iq ... ._ : N . .... ... .. ... .. .. ... ... .. : J -.�'C '.::. '.:..: :: ::: .: Final Constru >< n ntiol D.ocuanen .ct o t II A�_ . _ Ti be submitted at col1.t pletian of constructran by a W° 12cgtstcred ;e�ign , ,:o ss►i�nal x I.a It1 f'r w r �; s o a k p.er the 8 Edition of the . . assail usetts Stato'Btiilcti'ng Code; 780' C-MR� Section 107 . - - - _.. _ _ . _. Prajeet Title: lwth`an Allen . So:uthivir d Plana 17`ate: March 5. 201:6 [.ropc ty Address ,:980 Ivanii6tiL Raad{Rautc t 32)& 65 tiidependence'Di ivt -:Hvannis; Massaclzusetis I. :Pia ect Check r<X) One c r 136tl as Applicable (X)'New:CtrnWilcI. tic;n ( ),Eiistin.gE nstruction . }'ta�t.c t I)eSCTIptrOrl New 8,t)00s[.shelT build rl<(,,, ,:an Bthai' ,A:flen retai'1 store _. . . : . .. . ... . .. : _ r [, Steven A. Karan PE,;IvtA Registration Nui fiber 34989.;,viiration,Date: .[une 30, 2016, a ll a Reg�sletw l7r:s grr Pr��fc} srt�rrcil, and I'have prcparctl at d rectlysupervised'd prepaiatron. all d"'i .plans campritatrons gild sli—.l;iGatlans 4all, rnill�` .. .. [ ]Architectural' ( ] StrueturaI Mechanical. Y r � [ ] Frre Piotcctin [ ;J )✓lectrcal (X],(3tttier. Plumbing for tho�abave.narlled pi,biect 1,for rliy designee fiaue Jaei.fc�iilled the necessary'prafessional services and was present at t6� ,;c ilstructian site on a ie ulai aritl perti�dic basis o the,best ofrn-knowledge;;;information ;and beltefthe JI rvor. p 'Clee. in at,cordanue.With tht.requircilierits of 78'() CMI and the design documents apprhved as. part Qt the burld �lg peimit find that.l:or my designee 1 }}avo revicwcd, for conor`inailce tci`this Code and tlic.desgn concept, shop drawing samples aril other submittals, .y the Contractor ii:.accordance%witlrth requircntents c�F the constnictian dc�cuinentti 2:< :Have.perforilled;the diUtios for"registered design prmessionals in'780 C M'R Chapter 17,vas.applicable ' 1. ;have been present avintervals appropi iate„to the siage of construction to ,ecotme generally fainiliax with:the r o=ress�irid�" ual1t of the wank and to deterrniilrY if the`work rWas er£orrned;n'a it anrier consistent-with the p q. , Y . p construction doclinents and,this Cede Nothi:n:; n1 this document relieves the Contractor of:its responsibility regar t.ding the p,' isians I.of 780 CMR [07 1 . a r rI'll Rrfa4?q . } hi'- in the�5pacc, to the right a 'n et ,chi1 . -lf tie r ,. e[ectr:oivc signature and seal .'. 4`' SrEUENA - c . .K. KARi' . : :' - :I; :. ;I .MEGHAi;iiC. raa ioaS• O r . _ T �+�� . __ . _. ... :- , �j S .. 3' 1.f'litiile NIlifi ( 0'8�230=0260 `y , Eili�il skaiaiY�iihcr.tn �inecrin<s:cc ni _. : _ . . ... .... .... .. ... _ .. .. f3uiimitt C,ftiri41 US:.Only 5:q#dtng ,t�Ic�<t dame I'c rn it Nu t7aii - .H is — .#+ F�nl n . �o st>ruct><an ontn�l :b0l rent. �� 1._ To be st"i '10 .ttcd at cotriplcttart of co'nstruGtron by a . u . . _.. . Itegistereci .besrgn;Professional` 1. �, �e �" for work per the 8'h Edrtronzof"the' 1. lvtassachusetts'State Bitildifag Code, 79b GMI.R Secd h 107 "" ,- ::Pro1ect Title: PE_ than°Allen S uthwt d Plaza 1?ate March ZS..20.1`C Property Address �9$0 lyanrtou:tli Road'(Route 132j'&G:5"Indepeii'dence Dfivc�—Hyannis. Massachr setts Protect Check (X.j,One or 8Q. f,as Applicable (Xj N lb1. ustrakli lf,: ( ) Extsttrt Constr,Utton 11 }'rt��ect Dcs;-' rpttor ;; N _ QOI):fc1�eTl burld.ng Iot an Iatllan "Allen retai'I store: I Steen A `.Koran: PE,.iV1A Regrstra#ton N�rrtber 319$�. xpriaton"Da.It e:".June 30 .2`0}f, am aR�gr.stered f)esgn Prn�es��arrl and'1 have prepare tl of directly Supervised the prepaatton of all.cicsign plans eomputa#ron5 and spccrficatipn concerning;: = ., .. l f,Architirctural; [ Structural [ ] Mechanical XJ 1" ,.,','atect>on [ l 1r(ectri`oal ;( � Other DOwrrbe' .. . __. ,., . . . . .: , '' "for the ab... .. .. . .project I;',or my clestgiiee ha.'perfc"rniecl"the necessary professronal.servtees"and was present, `at th ''- 'striaction"site ciri a regular and perrodre bads Tii the best of my knowledge inforrr'afim and"beliefs. I work`praceedcd tit accordance.rvtth the ruqurit ri�cnts of7fltl CMR and it c i3esign dctI..,i'ts'appraved as:part afthe I:..' .I.rtg perrntt and that'I'or.my design ee -F l FIave r eviewed, for c oitfesrmance to#}`rs Code and the design ccincept,"shop dravvrngs, sarxtples and other; subrrirttals"ly the;Contractor ru;accordatice Nvtth the reclui.iemetits"of-the construc,ttori'documents ,fI 2 Have pertorrrted the duties far regrste ed design proIess,ionals rtt'71iU"MR','Chapter T7. as"applrcable 3 Have be,en' resent at rritervals appro}crate to the stage of constrr ctron to become generally.familiar wr#E .the pro_ t ss ar d quality of the work and to determine ifthe:wark was perfotmecl n"a"trtannerconststent Zvi"tl the construct o docu menu ar"' tl!i'.s Cade_ ''. 1` otliing 1.rn tlrs cloetament tclr�ves tl�c.Contr}ictot of its rc�spc�nsrbrlrry relardin 'the prUvrstc%s of 780 CMR 107' .. :::. .,' tiZN QF . . , Enter;rn the space to the 11g I a `wet< et , ° " �; ciectconrc si nature and seal .srEVEN A:. , I. . . ' M�cwtiicr Not 34988 : �? - _. - :: .. �`ita . :. _ I. .. , : . __. . i'horic Ntrntt er (S(} j 23),U0260:; F marl skaranQ)Uer bngrueeri ttr.ton . .:. 13utidina C)f iciul Use(?nl} v::. . _ , >,E3uiktin Offrci�l T�an�c ]'cun t No l�atc Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional for work per the 8th edition of the Qt,y s�ev Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Ethan Allen-Southwind Plaza Date: 4112116 Permit No. B20152664 Property Address: 990 Lyannough Road(Route 132) & 65 Independence Drive Project: Check one or both as applicable: X New construction ❑ Existing Construction Project description: New 8,000 s.f. shell building for an Ethan Allen retail store I Rimas M. Veitas . MA Registration Number: 34028 Expiration date: 6/30/16 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning:. [ ] Architectural Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other: for the above named project. I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. OF MAss9 Enter in the space to the right a"wet"or o=� RIM ANTAS °tip electronic signature and seal:. STRUCTURALrn 0.34028 co G/STE s ON rimaSn veitas.com Phone number: 781-843-2863 Email: �`'"i Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 h Final Construction Con1.trol Document To be submitted at completion of constructio1. n by a Registered Design Professional he 8`h edi fbr work per t tion of the IVassachusetts II Siate Budding Code;780 CMR, Section107 .. - _. ,. ". _ . Project Title: Ethan Alen Shell ;'Southwind Plaza Date.4/12/2016- Permit No B20152664 ... , : Property Address.:990 Lyannough Road&r65 independence Drive,Hyannis,MA .. .. ... ,. ... _ _ - . .: .. Project X New construction _.. : Project description."New 8 000 SF shell building'for an:Ethan'Allen retail store: Construction includes concrete slab on .Igrade,spread;footing foundation,structural:steel framing-for building columns and roof,EPDM roof ng on metal deck and insulation board;metal stud infill.walls with EMS finishes and aluminum. storefronts,Type 2B'Construction,sprinklered .;,. " . _. .. : . :: . I, Vu Alexander,:MA Registration Number: 10210 Expiratib.h.date 08/31/2016 ,am a registered design professional, and 1:'have prepared.or directly supervised the preparation of all.designlplans,computations'and specifications concerning'- X Architectural for the aboue named praject. I,or=my designeeha e performed the necessaryprofessional services—and was present at the ' construction:site on;a regular and periodic;basis:To the.best of my knowledge,information,and belieF the work proceeded inaccordance with.the requirements of 780 CMR and the design documents approved as part of'the building permit and:that I or my designee: n : _ .. ... ._ - .... .... ... .. _. _.. ._. s. .:... 1-Have reviewed,for conformance to this code and the design concept, hop drawings, amb16 and other submittals by the contractor in accordance with the requirements.of the construction documents'. 3. Have performed the duties for registered'design,professionals in 780:CMR Chapter"17,as applicable 3: Have been`present at intervals appropriate to the stage:of construction_to become generally familiar with the . progress and quality of the work,and to determine if the work was performedin a mannerconsistent with the construction.documents:and this code. . . Nothing in this docunientrelieves'the contractor of its responsibility regarding the provisions of 780.CMR 107 . ... _. , .. . , >, ,; Enter in the' pace to the right a"wet"or ! ' electronic signature and seal 0 1ry2it) k{ai!"� �� .. _ ,,I.-..:. _ Phone number. 508=52&0770 Email:vu@allevatoarchitects.co _. Building Official:Use Only . Building Official Name: Peimit No Date. , AUevafo ArchiteJs fnc 1 :: -: A. .. 31 J:iayw�srd Street Fralkiirt:,M..A 02036. teJ:1.50H:528 0770 .::. fax 50J3:528 9454 . ..... .. allevaJoarchitec is.cam '.`. `Wkion 06_0 ,2013 A L M*. V TRANSMITTAL To: CM&B Date: 4/18/2016 Project Number: 1518 75 Sylvan Street, Building C Attention: Jeffery Anderson Danvers, MA 01923 Ph:781-246-9400 Regarding: Southwind Plaza Bed,Ethan Allen' 990 lyannough Hyannis,MA ❑Attached ®Via Email ❑Regular Mail ❑Hand Delivery ❑Pick Up ❑Under separate cover FEo Ex OvrioNs: ❑Priority ❑Std Overnight ❑Second Day ❑Express Saver(3rd Business Day) ❑Prints ❑CAD Files ❑Specifications ❑Shop Drawings ❑Submittal ❑Bulletin/Addenda ❑Samples ❑CD-DVD ®Affidavit ❑Other: Copies Drawing Number Date . Description 1 4/12/16 Final Construction Control Document—Architectural—Stamped&Signed 1 4/12/16 Final Construction Control Document—Structural—Stamped&Signed 1 3/25/2016 Final Construction Control Document_Mechanical_Stamped&Signed ` I I ❑Reviewed ❑For Approval ❑For Review&Comment ❑As Requested by: Reviewed w/comments ❑For your Use ❑Revise&Resubmit Distribution Bulletin/ Prints Other Comments Addenda Field x Owner x File x If enclosures are not as noted,kindly notify us at on From: Vu Alexander Allevato Architects In 33 Hayward Street Franki in,MA 020:38 iel 508 528 0770 fax 508 528 9454 allevatoarc hitects.com •a Final Construction Control Document F To be submitted at completion of construction by a y d Registered Design Professional F a� for work per the 8th edition of the ,�M SJO , Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Ethan Allen-Southwind Plaza Date: 4112116 Permit No. B20152664 Property Address: 990 Lyannough Road(Route 132) & 65 Independence Drive Project: Check one or both as applicable: X New construction ❑ Existing Construction Project description: New 8,000 s.f. shell building for an Ethan Allen retail store I Rimas M. Veitas MA Registration Number: 34028 Expiration date: 6130116 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: . [ ] Architectural [,j� Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other: for the above named project. 1,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed,for conformance to this code and the design concept, shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. ` 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. . Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. OF Mgss9 Enter in the space to the right a"wet"or o=� RIMANTAS °tip VEITAS N electronic.signature and seal: STRUCTURAL 0.34028 co pF�FO-STE s ON Phone number: 781-843-2863 Email: rimas@veitas.com Building Official Use Only Building.Official Name: ' Permit No.: Date: t Version 06 11 2013 _::..;.: .. 1. _ .::.:.::: f .... ... .. ..i F F'inai Construction ..ontrol �ocurnent .. . 15 W To be submitted at.cot7tpletian of enrlstructton by a ,, Registered Desyl;n PrafeSsianal' , far work per tl e $':',Edrtibi of tlic. .. H. YO _...- .. ... .�... ... .. . Massachusetts State;Buil'ding Coele, 780 CMR; S00116n,-107 . . ..- :::. . _. .. ... _ .:::' Project Titk: Ethan Allen S uthwind Plaza pate .M:aicl� 2'S. 2016. . .. : . 11 Property Address,1. 980 ['anriouh Raa �ltaute l3�)8c GS,iridependence Drive-l lyannis.Ntassaehusetts Pi11.roject Check(X) One or$otl'.as Azliplrcat�le (X)-New Canstruchoq ( ) EXisting Constrt ctiori :'. I. . 1'ro, t De crtptrc ri New$,000:cf.-h burldirrt* for an Ethan Allen retail Store: [, Steven A KaranR PE, MA Regrsttatroa Number 34989 Expiratrorz Date June 30 2416,am a Regrst�> �De.1, Pr of si6hr d and I,have prepared or:directly supervised the preparation of all tlesrgr plans, comps ta,ions and i:,specil'-cations concerning: i�.-I..I..1..:.....:n.....:�.1...-I i�..:I...:�:.I':I-I..I;.--�1.4..-!,:�..I::.:;.1-..1—��I-.-::—�.I..�.-.I—:I..,.:-:.'� . Architectural Structciral X iVleehancal C 1, C , ,C. 1 . I. :L Fue.1'z`otect on C 1 "Electrical C ]tOth'er %&S.c ie , ... _ . . : ,.,, _. for tl�e above Warned project l,`or rnv designee, have performed the necessary professional services and was present .! the`constructrc n:stte of a regular and,p dtc basis To:the best of my knowledge tnformation,.`and belief the 1. work,proceeded>in:'accordance'.v!ith the rc�quircm!onts of 78'0 CMR and the design do eurnenfs approved'aS part of the building perini I and that l`or my designee . l Have r eute ed, far conformat�ce to tla-ts'Code and the deszgri'concept,,"hop drawings, samples and other . subinrttals;<o�, the;Gontra�for rn accordance with the requremrts.af the construction documents, 2 Have performed-the duties for egrstered design professionals in'780 CMR`Cl a r, l7, as applicable >,, Have beetl:preseri at intervals appropriate to the stage af con struction.to become geierallj! famil'r'ar with the progress and quality,.of the wciik andto deteimtne`ifthe,work was performed_i,n.a.mannerconsistent with the t. . construction documents and this Code Nothing rn°flits documcnt.relieves the C onttactor of its responsibility re ardin the provisions of 7°80:..I 107 ., ���p-; OFgtgs� T 9�, Enter rn thc:space to the right a °wet O E: ,� sk.- 4 , . �� rc,R electr`flntc signature and seat , .` .. i .. . .. L.`:-y` ' A" lvrECf AMCP ft.34§$9 , �� STE�I �t�` k # N. t:.: 5 .. .. ti .. .. l'horic l*3uniter {S.q8�-2300260:':' Cm ail. skarara"rber-etr;inc�rrr coil . . -:: - ,:: . -:: : _. ... __. ". _ z . .:. _. i . _ .. �, .. _ r. I: ",' _ ... . .. _.:' , 13umilu a t)nici i Use(7nly :' tt�ldir C�tfic nC Tyan�,7: .:.. Pcrrr it No T7 tG .: : .. - . _ _. .,. . �"Inal n r 1 n n >C' I.I. �11 _. _.. o st uct nu t o TDocument :.... 0 ��,.� ,:� ::-:�:�'. I o be suEiin1-:1ttted at catnplet%an of coristructian by a �. ji , . a 1 IZeg�sterecl Design.Yz ofeSMgnal, ,� far work per ile 8`i'Edition of tlie: 4 Iy assaehusetts I.Slate"'Budding Code tb C1VIR; Section 10.E ... .. Esro eet Title"; l�ihan'Allen S uthwii cl Plaza bate. M'aieli�2S. 2016 I a , . y Piapc•t ,/address 6'6 tyannou h Rcaaci Routi 13218t GS iiidcpendcnec t�rivc=d I aan . Massachusetts . r. t . Pra{pet Check (X} One c r Botly, Applicab.Je (X);New Construction ( ) Existing Construction :r Pro.iect Description> Nc N,:V:,-�,8 04ftls# shell binlditsr.tc�r'an Ethan Allen.ietai`_1 �taie' f 1, Maic. R. }'lance PE• M4A Registration lslunt er.�38119 expiration Cate }une b,.266 ain a Re�r stcred De --g*. I clfc;ssici»ul, and I Ilave,;prepared or directly:supervised rile preparattor of alI design plansS cornputatioil"s:all spec ificatiai s coracle in .: . [ ]' rGhitec, r d , Structural • ] 7". l ',nIc:l �, -File;Protection IX] ;Electrical `C ] C)tler Describe ._ } .. __ _.. ... _ _ _._ _ for the above named project 'I,or my-csignee have,performed t11e necessary;professional services and was present at the:constr iction:_site an a ieg>`lar and periodic basis To the best of my i.nowledge,imormation and belief the: Z rk°proceeded iitaccordai�ce_v ith tlae requit:ements nf'780 CMTt and the design dacuments.apprnved as part of the9 l"dill�. crnit ancl.that I'of ii�y designee g p.. i. 1 ' Flave reVie4ved, for conformariee to this Come and the design concept, shop drawings, samples and other' subin, htals by the`.Cant<<,— in acco lone e, with.cite requii�mexlts,of the construction documents ?. Have per#:c�rntec 2the duties for'registered.desi;n prt tessit nals in 78Q CMR•Chapter'l7, a&,appJicable 3: 'Have been,pieserit at uiEervals,!appiopilxte to the stage ofconstruetion to become generally familiar with the progress acid quality ot`tlje wank �tnd to determine if thc,work was performed in a manner consistent tivith the poiistructioil documents'and th'ss Cade . 1 othi;ng in this document relieves the Contractor of its res'ponsrbi';lrty rebardin the provisions of 784 CIv11Z l47 r �ct�C1. F;+qS yA . I rater in (he,spaee to thc,right a Ywct" ct T . electronic signature and s"eal : r?� , .. .. r _. . a r R'^AL.,- . _- N 3 '19 }I ,! z , ;� =c' AL i;<'�c'��' � ... _. -: : . Phone'NumberB ,2-3,b4,2i F hail :il I laiitc a,b�i ear-+inecrtn�.cc n� f ', . ::: _ i3uiwing,()tt'ICW Use:f7iily. [,I iltit"(71:16al Nai7tc:? r'crri ii Nc� I)air E. _ - . .. 1. , ,.,, .. I ... ;... 1.- ::...: - ' . Final :ivar�structi lr� 'Cant of Document.f . Ix Tt� be sub ratted:at c.otn1.pletion of cdnstructton by a ,'� Registered i)�ign Professi, I `eta fiUr work.per the Sty' itton of the =5. Massachusetts State: , I.ding Cade, 7 CM12, Section 1.07 r . Project T€tle Cthan.A}-len S utltwini Plaza Date Mdreh 2` , 201C - I.I 1'ropt ty Address t"{)8C) lyannoii It Road .1,UU c 132),,& 6S liidcac.ndi.nc.c .IDttve l-Ayanttisx Massachusetts Project Check(X) (ane o€ Bothas A1 }�Gcable (X) New.;C�nstruct><on; ( )Existing Constriction . . _ .. : :, I'ro�eet I)eseriptic7r New 8.C)00`s} shell btiild tQI ,or,an v , an,Ven fetal stOr , } Steffen 1.:1<aran>.PE, (VIA Re tstratian Nui lber 34989'. Expiration:Date 1t r►e 3�,.2., i am a Rcgtster cl lies�>;rr . :_ , -_1 r'.'' I and I have pt cparcd or ti rcctly supervised the prep4r. ion of all dent ti plans, comptitat€ons snd spc,c f ications 0, 1.cci nit : : .. . :: : [ ] Archirectutal' [ ] Strctciural [ ] Mechanical [1]';Fire Protecti`nn [ ] Electrical C`X] C1'ther. Plumbing for ttxe above,natn�d pt oject 1,or -..,.I.my designee have pet,iai rned tltc necessary professional service's and was present at th&'-Oilstluctton site on a tegulrlr and per> die basis To the best of my kHowledge,_inforination,.and'.tieliet the 11. or: - raceeded in:accore ante vit}t.t rcgtnrenients of 18`Q'C-M and.the"design dcic:unicnts apprnved as. part r f the building permit acid that or my designee: .. '_ _ . i 11avc reviewed, fot coritoi matcc to`th€s Code and the design concept, shop.dar�fings, sain'ples and other suUn�ittal5 by tlie;''Cantracto in.acc-ordance:with the reg�r cements oftl e cons rtictjor downents 2 Have performed the duties ,or,registered.design`protessioiials iri'780 C''MR,Cliapter 17, as applicable. - :' 3 . Nave beenpresent`at ntterval5 appropr€ate t the stage of:co►lstruction;to become general}y; ,anIiliar with the . fiftre§s:and quali ty of thtr work and' o determine if the work was pedorined in,avnanner consistent with the. tons tructicrl documents;and this +code . Notlttna m.tltts docurnerit:relleves the Contractor of;its respot>sibi'lttyII rcaidiiig the provisiti�s of 7.$0 CM`R 107 r r. j:¢1 L}i l ntc.i°€n tht ,:space to the Eight a :`wet of vti�4 aq -JK .electronic si-nature and seal ;' 4' I I. ::. .:. ... .. .... .... .... • � :S. ... .. r ..::.:. .. ........ i " ...: ,,ram,) .F1tEGE•€ANICA{. ..I. No,3a489 ; ,. ' Phone Nun�ta,�t (508)230-()260„' ljrriaif',:sl.atati(i=iil�cr-en'aftlecr nf,I.:ccsi .. : ,. .., ... ., _.. . . II. . .: F3ii11 i€t my()€€ —:I:;al t1"a Only 0(ticiin:9,()€iIt' Nano " I'trn t Nty t)1it _.:. .. .. _. .. - - , a_ A .. -�,I, - _ f . '' �Fili�` l, onst>r n uct><oontra .Document �` : z Ta';be s0: buttecl:at.complctton af:cgrtstructtan by a ' w :: "° " Itcgtstcr A [Destgtn I 't k&ssaonAl; v y ae �" for w& per the 8`l' Edition of tlle lti%tassaclusetts Slate'Buildin Cade, 780 CMR,.Secti'an 107 _ _ _ . .... : :: .'' _ . F Pro:lect T'itic: Ethan Allen S uthwmrid Plaza Date Marc-'25. 20}6 ..:': F .. ::..., ... Pro ed Addrd, 44 1 iniiciim: ll Read Rot fe 132 6, liide &iidetice.Drtve }-} annts Massachusetts . - .y Yr A qI , . i' Pralect Cleck (X) Une or Botli as Applicable (X)'Neiv Construction { ) Exsttng;Consfrtactton .. _. Pia c ct Dc sert trot Nc�+J p A 000i sliell I:IbiA ing 9or an E�m Allen retail sto�eu -6 I Steven,A. Karat : PE,.iVIA,F..-_ ration Number 34999, E,xptmatton Date Jur e 30 .201&;am a R, gr_,ered 17esign Pr .A"s.. Va. and Thaire prepared at directly stapery sed the prepatatton of all elestgn_plans:eornputattoris and specifications cane erning; . J;Archttctural [ ] 'Structural [ ] M'echanteal Fire Prntectios [ .:] electrical ( ]O.thet .I7escrtbe for tlie;above Warned ptaject I,of my designee lave.performed the necessary pmofesstona'l services'and was present . at the constructton:'stte of a regtala"r amid peric�dtc basis;`Ca the best afmy knowledge,'idorm'4664 ,and beltef.th' wrork.procc ded trr ccordance with the rr:q— me nts of 7K(}.CM}t and tlic design dnct7ments approved as;part of the building peri-ttt and that }or fri dcstg1nec l ` Flave reviewed,.felt cailfoimance to hits Code and the design concept, shop drawt0 , samples arttl other' F suFamttta1s' m:,!cntractar imac proanep.With tli ree}uitemea�ts o(`the consttuctian dactrtrrents: 2. Have performed t}t`e duties }ar regrsCered.desgn prfessit'na}s iir72i(} CMR Chapter }.7, as applicable _ 3'; 1-lavc been.present at.•ttttetvals"appropriate to the stage of constrtcfion to become geierally:familar wrth the progress and duality crf-the work and`to,deterrmne,A, wo... was perfartned in a'rriannerconststent,witll the ': coiistt uc_i._ dock rtents:and th's Cade Nadi"ing in.`this doc:ument:meltcves the Contractor oF;is responsrbilrty regarcttng_the p'' j "a s ' 7$0 CMR 107:. Enter:tn th1.espacc to t1.]ic right a ,`wet yr °` s��, ,electronic.si11 gj ire and sear s€EVEraa . MEbH CAL. I. Na 349t . . . . .. ;� jsTir��`�,�� 1. . ... .., . �. �or�at.tr�?� ' S q. - Phottt?-1�trt�i}et ( 0&) �3"�-0 G4 41. k1. :at ,skai�tn 8h i e»gtne�.riia 4c�tii >;: . r f3i,fltn�Urc,al tJsc:':Unt� ::E3!u,.,I g(7ff,c,i31 Nanac- f'crm t No F t7 tc W t: �� fz��� ��� ���� o 0 i F FIRE ALARM AND EMERGENCY COMMUNICATION SYSTEM RECORD OF COMPLETION To be completed by the system installation contractor at the time of system acceptance and approval. It shall be permitted to modify this form as needed to provide a more complete and/or clear record. Insert N/A in all unused lines. Attach additional sheets,data,or calculations as necessary to provide a complete record 1. PROPERTY INFORMATION Name of property: ETHAN ALLEN RETAIL Address: 990 IYANNOUGH ROAD HYANNIS,MA , Description of property: RETAIL Occupancy type:'. Name of property representative: Address: Phone: Fax: E-mail: Authority having jurisdiction over this property: Phone: Fax: E-mail: 2. INSTALLATION,SERVICE,AND TESTING CONTRACTOR INFORMATION Installation contractor for this equipment:' PINNACLE ELECTRIC Address: 1006 DWELLEY STREET, FALL RIVER, MA License or certification number: /6 /J 714 Phone:6tq-Ties.2 yn Fax:J-UB` >l�.a�/D E-mail: Service organization for this equipment: STANLEY Address: 3 O �4�--••, c �. < < `�� e-y �» 10 O/ g 0 License or certification number: Phone:'997YJG ye)6 8 Fax: E-mail: A contract for test and inspection in accordance with NFPA standards is in effect as of: Contracted testing company: Address: -5 O <fn -ti c�. L e ,t�� 4/ �p i ^- i"r 4 d/ 8 O Phone:g)7 Y76 7 g 8 Fax: E-mail: Contract expires: Contract number: Frequency of routine inspections: 3. DESCRIPTION OF SYSTEM OR SERVICE ®Fire alarm system(nonvoice) ❑Fire alarm with in-building fire emergency voice alarm communication system(EVACS) ❑Mass notification system(MNS) ❑Combination system,with the following components: ❑Fire alarm ❑EVACS ❑MNS ❑Two-way,in-building,emergency communication system ❑Other(specify): `;iF ';-? 7", Fig. 10 1�.�.?.1 (p. 1 cf 12) Copyright®2009 National Fire protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 3. DESCRIPTION OF SYSTEM OR SERVICE(continued) NFPA 72 edition: 2010 Additional description of system(s): . 3.1 Control Unit Model Manufacturer: FIRELITE number: MS92000DLS ®This system does not incorporate an MNS 3.2 Mass Notification System 3.2.1 System Type: ❑In-building MNS--combination ❑In-building MNS--stand-alone ❑Wide-area MNS ❑Distributed recipient MNS ❑Other(specify): 3.2.2 System Features: ❑Combination fire alarm/MNS ❑MNS autonomous control unit' ❑ de-ai interfaceo regional national alerting❑Local operating console(LOC) ❑Direct recipient MNS(DRMNS) ❑Wide-area MNS to DRMNS interface ❑Wide-area MNS to high-power speaker array(HPSA)interface ❑In-building MNS to wide-area MNS interface ❑Other(specify): 3.3 System Documentation ®An owner's manual,a copy of the manufacturer's instructions,a written sequence of operation,and a copy of the numbered record drawings are stored on site. Location: AT SITE WITH OWNER 3.4 System Software ❑This system does not have alterable site-specific software. Operating system(executive)software revision level: 4.0 Site-specific software revision date: 5/20/16 Revision completed by: GARY J.EMOND SET ❑A copy of the site-specific software is stored on site. Location: 3.5 Off-Premises Signal Transmission [IThis system does not have off-premises transmission. Name of organization receiving alarm signals with phone numbers:- Phone: Alarm: Phone: Supervisory: Phone: t Trouble: Phone: Entity to which alarms are retransmitted: Method of retransmission: GSM RADIO If Chapter 26,specify the means of transmission from the protected premisesito the supervising station: UL LISTED CENTRALSTATION If Chapter 27,specify the type of auxiliary alarm system: ❑Local energy ❑Shunt ❑Wired ❑ Wireless NFPI, 72. Fig. 10.18.2.1.1 (0. 2 of 12', Copyright 0 2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. C2 4. CIRCUITS AND PATHWAYS ` 4.1 Signaling Line Pathways 4.1.1 Pathways Class Designations and Survivability Quantity: pathways class: A Survivability level: 0 (See NFPA 72,Sections 12.3 and 12.4) 4.1.2 Pathways Utilizing Two or More Media Description: Quantity: 4.13 Device Power Pathways ®No separate power pathways from the signaling line Pathway ❑Power pathways are separate but of the same pathway classification as the signaling line pathway classification from the signaling line Pathway ❑Power pathways are separate and different 4.1.4 Isolation Modules Quantity: 0 .. . 4.2 Alarm Initiating Device Pathways 4.2.1 Pathways Class Designations and Survivability Quantity: Survivability level: Pathways class: (See NFPA 72,Sections 12.3 and 12.4) 4.2.2 Pathways Utilizing Two or More Media Description: Quantity: 4.23 Device Power Pathways ®No separate power pathways from the initiating device pathway device pathway ❑Power pathways are sep crate but of the same pathway classification.as the initiating ❑ classification from the initiating device pathway Power pathways are separate and different 43 Non-Voice Audible System Pathways 43.1 Pathways Class Designations and Survivability Quantity: 2 A Survivability level: pathways class: (See NFPA 72,Sections 1 It 2.3 and 12.4) 43.2 Pathways Utilizing Two or More Media Description: Quantity: . 433 Appliance Power Pathways ®No separate power pathways from the notification appliance pathway power pathways are separate but of the same pathway classification as the notification appliance pathway ❑Power pathways are separate and different classification from the notification appliance pathway -A 72. Fig. 1C.18.2.1.1 (p. 3 of 12) sale.It may not be copied for commercial sale or dlstnhuti°n• Protection Association.This form may be copied for individual use other than for re Copyright©20 09 National Fire 5, ALARM INITIATING DEVICES 5.1 Manual Initiating Devices ❑This system does not have manual fire alarm boxes. 5.1.1 Manual Fire Alarm Boxes Coded: Transmitter: Type and number of devices: Addressable: 4 Conventional: Other(specify): ®This system does not have other alarm boxes. 5.1.2 Other Alarm Boxes Description: Coded: Transmitter: Type and number of devices: Addressable: Conventional: Other(specify): 5.2 Automatic Initiating Devices ❑This system does not have smoke detectors. 5.2.1 Smoke Detectors 3 Conventional: Type and number of devices: Addressable: Other(specify): uired partial area Type of coverage: ®Complete area ❑Pad area ❑Nonreq Other(specify): c ❑,Multicriteria ❑Aspirating ❑Beam Type of smoke detector sensing technology: ❑Ionization ®Photoelectri Other(specify): duct smoke detectors. 0 This system does not have alarm-causing 5.2.2 Duct Smoke Detectors 8 Conventional: Type and number of devices: Addressable: Other(specify): Type of coverage: FULL PER NFPA CODE' Aspirating Type of smoke detector ❑Beam ❑sensing technology: Ionization ®Photoelectric ❑ P ®This system does not have radiant energy detectors. 5.23 Radiant Energy(Flame)Detectors Type and number of devices: Addressable: Conventional: Other(spectfY): Type of coverage: ®This system does not have gas detectors. 5.2.4 Gas Detectors Type of detector(s): Number of devices: Addressable: Conventional: Type of coverage: This system does not have heat detectors. 5.2.5 Heat Detectors Conventional: `Type and number of devices: Addressable: uired partial area [I Linear ®Spot Type of coverage: ®Complete area ❑Partial area ❑Nonce 9 ensated Type of heat detector sensing technology: ®Fixed temperature ❑Rate-of-rise ❑Rate comp NFP!? 72: Fig. 1 n,182.1.1 (p.4 of 12) 'on Association.This form may be copied for mdrvidual use other than for resale.It may not be copied for commercial sale or distribution. Copyright O 2009 National Fire protection 6. ALARM INITIATING DEVICES(continued) 5.2.6 Addressable Monitoring Modules ❑This system does not have monitoring modules. Number of devices: 3 ❑This system does not have waterflow alarm devices. 5.2.7 Waterflow Alarm Devices Coded: Transmitter: Type and number of devices: Addressable: 1 Conventional: ®This system does not incorporate alarm verification. 5.2.8 Alarm Verification verification set for seconds Number of devices subject to alarm verification: Alarm®This system does not incorporate pre-signal. 5.2.9 Presignal Number of devices subject to presignal: Describe presignal functions: ®This system does not incorporate PAS. ' 5.2.10 Positive Alarm Sequence(PAS) Describe PAS: ®This system does not have other initiating devices. 5.2.11 Other Initiating Devices Describe: 6. SUPERVISORY SIGNAL-INITIATING DEVICES ❑This system does not have sprinkler supervisory devices. 6.1 Sprinkler System Supervisory Devices Type and number of devices: Addressable: 2: Conventional: Coded: Transmitter: Other(specify): 6.2 Fire Pump Description and Supervisory Devices This system does not have a fire pump. Type fire pump: ❑Electric PUMP. ❑Engine ' Coded: Transmitter: Type and number of devices: Addressable: Conventional: Other(specify): 6.2.1 Fire Pump Functions Supervised Engine or control panel trouble ❑Low fuel ❑Power ❑Running ❑Phase reversal ❑Selector switch not in auto ❑ Other(specify): ®This system does not have DSDs causing supervisory signals. 6.3 Duct Smoke Detectors(DSDs) Type and number of devices: Addressable: Conventional: Other(specify): Type of coverage: Aspirating Beam Type of smoke detector sensing technology: ❑Ionization ❑Photoelectric ❑ ®This system does not have other supervisory devices. 6.4 Other Supervisory Devices Describe: .,c '2. Fiq. 10:1 S.2.1.1 (p. 5 of 12) I r individual use other than for resale.It may not be copied for commercial sale or distribu Copyright 02009 National Fire Protection Association:This form may be copied fo ton. l_ 7. MONITORED SYSTEMS 7.1 Engine-Driven Generator ®This system does not have a generator. 7.1.1 Generator Functions Supervised ❑Engine or control panel trouble ❑Generator running ❑Selector switch not in auto ❑Low fuel ❑Other(specify): 7.2 Special Hazard Suppression Systems ®This system does not monitor special hazard systems. Description of special hazard system(s): 7.3 Other Monitoring Systems ®This system does not monitor other systems. Description of special hazard system(s): 8. ANNUNCIATORS ❑This system does not have annunciators. 8.1 Location and Description of Annunciators Location 1: MAIN LOBBY Location 2: Location 3: 9. ALARM NOTIFICATION APPLIANCES 9.1 In-Building Fire Emergency Voice Alarm Communication System ®This system does not have an EVACS. Number of single voice alarm channels: Number of multiple voice alarm channels: Number of speakers: Number of speaker circuits: Location of amplification and sound-processing equipment: Location of paging microphone stations: Location 1: Location 2: Location 3: 9.2 Nonvoice Notification Appliances ❑This system does not have nonvoice notification appliances. Homs: With visible: 10 Bells: With visible: Chimes: With visible: Visible only: 5 Other(describe): ONE EXTERIOR RED STROBE 9.3 Notification Appliance Power Extender Panels ®This system does not have power extender panels. Quantity: Locations: NFPA 72, Fiq. 10.18.2.1.1 (o-o of 12? Copyright 0 2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 10. MASS NOTIFICATION CONTROLS,APPLIANCES,AND CIRCUITS '®This system does not have an MNS. 10.1 MNS Local Operating Consoles Location 1: Location 2: Location 3: 10.2 High-Power Speaker Arrays Number of BPSA speaker initiation zones: Location 1: Location 2: Location 3• 10.3 Mass Notification Devices Combination fire alarm/MNS visible appliances: MNS-only visible appliances: Textual signs: Other(describe): Supervision class: 103.1 Special Hazard Notification ❑This system does not have special suppression predischarge notification. r ❑MNS systems DO NOT override notification appliances required to provide special suppression predischarge notification. 11. TWO-WAY EMERGENCY COMMUNICATION SYSTEMS 11.1 Telephone System ®This system does not have a two-way telephone system. Number of telephone jacks installed: Number of warden stations installed: Number of telephone handsets stored on site: Type of telephone system installed: ❑Electrically powered ❑Sound powered 11.2 Two-Way Radio Communications Enhancement System ❑This system does not have a two-way radio communications enhancement system. Percentage of area covered by two-way radio service: Critical areas: % General building areas: %e l Amplification component locations: Inbound signal strength: dBm Outbound signal strength: dBm Donor antenna isolation is: dB above the signal booster gain Radio frequencies covered: Radio system monitor panel location: NFP,A 72, Fig. 10.182.1.1 0). cf 12� Copyright®2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. fj 11. TWO-WAY EMERGENCY COMMUNICATION SYSTEMS(continued) 113 Area of Refuge(Area of Rescue Assistance)Emergency Communications Systems ®This system does not have an area of refuge(area of rescue assistance)emergency communications system. Number of stations: Location of central control point: Days and hours when central control point is attended: Location of alternate control point: Days and hours when alternate control point is attended: 11.4 Elevator Emergency Communications Systems ®This system does not have an elevator emergency communications system. Number of elevators with stations: Location of central control point: Days and hours when central control point is attended: Location of alternate control point: Days and hours when alternate control point is attended: 11.5 Other Two-Way Communication Systems Describe: ' 12. CONTROL FUNCTIONS This system activates the following control fuctions: ❑Hold-open door releasing devices ❑Smoke management ®HVAC shutdown ❑F/S dampers ❑Door unlocking ❑Elevator recall ❑Fuel source shutdown ❑Extinguishing agent release ❑Elevator shunt trip ❑Mass notification system override of fire alarm notification appliances Other(specify): 12.1 Addressable Control Modules ❑This system does not have control modules. Number of devices: 4 Other(specify): ADDRESSABLE RELAY MODULES FOR HVAC SHUTDOWN BASED ON DUCT DETECTOR INTIATING 13. SYSTEM POWER 13.1 Control Unit 13.1.1 Primary Power Input voltage of control panel: 1.20 Control panel amps: 6 Overcurrent protection: Type: CB Amps: 20 Location(of primary supply panel board): MAIN ELECTRIC ROOM Disconnecting means location: 13.1.2 Engine-Driven Generator ®This system does not have a generator. Location of generator: Location of fuel storage: Type of fuel: A .,•fFPA 72, FiJ. 10.18.%.1.1 (p. 8 0 Copyright©2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. a 13. SYSTEM POWER(continued) 13.1.3 Uninterruptible Power System ®This system does not have a UPS. Equipment powered by a UPS system: Location of UPS system:- Calculated capacity of UPS batteries to drive the system components connected to it: In standby mode(hours): In alarm mode(minutes): 13.1.4 Batteries Location: Type: Nominal voltage: Amp/hour rating: Calculated capacity of batteries to drive the system: In standby mode(hours): In alarm mode(minutes): ❑Batteries are marked with date of manufacture ❑Battery calculations are attached 13.2 In-Building Fire Emergency Voice Alarm Communication System or Mass Notification System ❑This system does not have an EVACS or MNS system. 13.2.1 Primary Power Input voltage of EVACS or MNS panel: EVACS or MNS panel amps: Overcurrent protection: Type: Amps: Location(of primary supply panel board): Disconnecting means location: 13.2.2 Engine-Driven Generator ❑This system does not have a generator. Location of generator: Location of fuel storage: Type of fuel: 13.2.3 Uninterruptible Power System ❑This system does not have a UPS. Equipment powered by a UPS system: Location of UPS system: Calculated capacity of UPS batteries to drive the system components connected to it: In standby mode(hours): In alarm mode(minutes): 13.2.4 Batteries Location: Type: Nominal voltage: Amp/hour rating: Calculated capacity of batteries to drive the system: In standby mode(hours): In alarm mode(minutes): ❑Batteries are marked with date of manufacture ❑Battery calculations are attached NFPA 72. Fig. 10.18, .1.1 (p. 9 of 12) Copyright m 2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 13. SYSTEM POWER(continueaq 13.3 Notification Appliance Power Extender Panels ®This system does not have power extender panels. 133.1 Primary Power Input voltage of power extender panel(s): Power extender panel amps: Overcurrent protection: Type: Amps: Location(of primary supply panel board):. Disconnecting means location: 13.3.2 Engine-Driven Generator ®This system does not have a generator. Location of generator: Location of fuel storage: Type of fuel: 133.3 Uninterruptible Power System ®This system does not have a UPS. Equipment powered by a UPS system: Location of UPS system: Calculated capacity of UPS batteries to drive the system components connected to it: In standby mode(hours): In alarm mode(minutes): 133.4 Batteries Location: Type: Nominal voltage: Amp/hour rating: Calculated capacity of batteries to drive the system: In standby mode(hours): In alarm mode(minutes): ❑Batteries are marked with date of manufacture ❑Battery calculations are attached 14. RECORD OF SYSTEM INSTALLATION Fill out after all installation is complete and wiring has been checked for opens,shorts,ground faults,and improper branching,but before conducting operational acceptance tests. This is a: ®New system ❑Modification to an existing system Permit number: The system has been installed in accordance with the following requirements:(Note any or all that apply.) ®NFPA 72,Edition: 2010 ®NFPA 70,National Electrical Code,Article 760,Edition: 2014 ®Manufacturer's published instructions Other(specify): System deviations from referenced NFPA standards: Signed: Printed name: Date: Organization: Title: Phone: NFPA 72, Fig. 10.1&2.1.1 (p. 10 of 12) Copyright®2009 National Fire Protection Association.This forth may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. I 8. NOTIFICATIONS THAT TESTING IS COMPLETE Monitoring organization Contact: Time: Building management Contact: Time: Building occupants Contact: Time: Authority having jurisdiction Contact: Time: R`C t K^5 P t pe- p�P Other,if required Contact: Time: O�' 9. SYSTEM RESTORED TO NORMAL OPERATION Date: 5/20/16 Time: 12:6opM 10. CERTIFICATION 10.1 Inspector Certification: This system,as specified herein,has been inspected and tested according to all NFPA standards cited herein. Signed: Printed name: Date: Organization: Title: Phone: 10.2 Acceptance by Owner or Owner's Representative: The undersigned has a service contract for this system in effect as of the date shown below. Signed- Printed name: Date: Org on: p17�jLtq Title:V( jk� 1 ( Phone: N PA 7. 2.. Fic1. 14.6.2.4(p. 10 of 11.) Copyright®2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. r FIRE ALARM AND EMERGENCY COMMUNICATION SYSTEM INSPECTION AND TESTING FORM To be completed by the system inspector or tester at the time of the inspection or test. It shall be permitted to mods this form as needed to provide a more complete and/or clear record. Insert N/A in all unused lines. Attach additional sheets,data or calculations as necessary to provide a complete record. Date of this inspection or test: 5/20116 Time of inspection or test: 9:OOAM 1. PROPERTY INFORMATION Name of property: ETHAN ALLEN RETAIL s Address: 990 1YANNOLIGH ROAD Description of property: RETAIL Occupancy type: Name of property representative: KEVIN MALDARELLI Address: Phone: Fax: E-mail: KMALDARELLI@ETHANALLENINC.0 OM Authority having jurisdiction over this property: HYANNIS FD Phone: Fax: E-mail: 2. INSTALLATION,SERVICE,AND TESTING CONTRACTOR INFORMATION Service and/or testing organization for this equipment: STANLEY Address: . . V C0 .�, a C.✓1 Phone:S"77 y?G Y (o� Fax: ^• E-mail: Service technician or tester: 3,// Qualifications of technician or tester: Q IWO It 1," c e 7 7 A contract for test and inspection in accordance with NFPA standards is in effect as of: The contract expires: �� / 'y Contract number:/��7�"3JFrequency of tests and inspections: Monitoring organization for this equipment: S.,�4,..Iz �, S Q C_ •� �' fi Address: C +.. .-y j- Phone: Fax: E-mail: Entity to which alarms are retransmitted: Ny�q,u,.>FS Jr, •:_j>410!Phone: 3. TYPE OF SYSTEM OR SERVICE ®Fire alarm system(nonvoice) ❑Fire alarm with in-building fire emergency voice alarm communication system(EVACS) ❑Mass notification system(MNS) ❑Combination system,with the following components: ❑Fire alarm ❑EVACS ❑MNS ❑Two-way,in-building,emergency communication system ❑Other(specify): NFP,4 72. Fig. 14.6.2.4 (p. i of 11) Copyright 0 2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 3. TYPE OF SYSTEM OR SERVICE(continued) NFPA 72 edition: ;0 4 Additional description of system(s): 3.1 Control Unit Manufacturer: FIRELITE Model number:. MS92000DLS 3.2 Mass Notification System ®This system does not incorporate an MNS. 3.2.1 System Type: ❑In-building MNS—combination ❑In-building MNS—stand-alone ❑Wide-area MNS ❑Distributed recipient MNS ❑Other(specify): 3.21 System Features: ❑Combination fire alarm/MNS ❑MNS ACU only ❑Wide-area MNS to regional national alerting interface ❑Local operating console(LOC) ❑Direct recipient MNS(DRMNS) ❑Wide-area MNS to DRMNS interface ❑Wide-area MNS to high-power speaker array(HPSA)interface ❑In-building MNS to wide-area MNS interface ❑Other(specify): 3.3 System Documentation ®An owner's manual,a copy of the manufacturer's instructions,a written sequence of operation,and a copy of the record record drawings are stored on site. Location: AT FAC.P 3.4 System Software ❑This system does not have alterable site-specific software. Software revision number: 4.0 Software last updated on: 5/20/16 ❑A copy of the site-specific software is stored on site. Location: 4. SYSTEM POWER 4.1 Control Unit 4.1.1 Primary Power Input voltage of control panel: 120VAC Control panel amps: 3.0 4.1.2 Engine-Driven Generator ®This system does not have a generator. Location of generator: Location of fuel storage: Type of fuel: 4.1.3 Uninterruptible Power System ®Thhs system does not have a UPS. Equipment powered by a UPS system: Location of UPS system: Calculated capacity of UPS batteries to drive the system components connected to it: In standby mode(hours): In alarm mode(minutes): INFPA 72. ig. 14.6.2.4 rn 2 of 11` Copyright 0 2009 National Fire Protection Association.This form may be copied for individual use other than for resale.it may not be copied for commercial sale or distribution. 4. SYSTEM POWER(continueaq 4.1.4 Batteries Location: FACP Type: SL.A Nominal voltage: 24VDC Amp/hour rating: 18 Calculated capacity of batteries to drive the system: In standby mode(hours): 24 In alarm mode(minutes): 5 ❑Batteries are marked with date of manufacture. 4.2 In-Building Fire Emergency Voice Alarm Communication System or Mass Notification System ®This system does not have an EVACS or NI NS. 4.2.1 Primary Power Input voltage of EVACS or MNS panel: EVACS or MNS panel amps: 4.2.2 Engine-Driven Generator ❑This system does not have a generator. Location of generator: Location of fuel storage: Type of fuel: 4.23 Uninterruptible Power System ❑This system does not have a UPS. Equipment powered by a UPS system: Location of UPS system: Calculated capacity of UPS batteries to drive the system components connected to it: In standby mode(hours): In alarm mode(minutes): 4.2.4 Batteries Location: Type: Nominal voltage: Amp/hour rating: Calculated capacity of batteries to drive the system: In standby mode(hours): In alarm mode(minutes): ❑Batteries are marked with date of manufacture. 4.3 Notification Appliance Power Extender Panels- ®This system does not have power extender panels. 4.3.1 Primary Power Input voltage of power extender panel(s): Power extender panel amps: 4.3.2 Engine-Driven Generator ®This system does not have a generator. Location of generator: Location of fuel storage: Type of fuel: 4.33 Uninterruptible Power System ®This system does not have a UPS. Equipment powered by a UPS system: Location of UPS system: Calculated capacity of UPS batteries to drive the system components connected to it: In standby mode(hours): In alarm mode(minutes): IVFPA 79, Fig. 14.6.2.4 {p. 3 of 11) Copyright®2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 4. SYSTEM POWER(continued 4.3.4 Batteries Location: Type: Nominal voltage: Amp/hour rating: Calculated capacity of batteries to drive the system: In standby mode(hours): In alarm mode(minutes): ❑Batteries are marked with date of manufacture. 5. ANNUNCIATORS 0 This system does not have annunciators. 5.1 Location and Description of Annunciators Annunciator 1: MAIN VESTIBULE Annunciator 2: Annunciator 3: 6. NOTIFICATIONS MADE PRIOR TO TESTING Monitoring organization Contact: NA Time: 9:OOAM Building management Contact: YES Time: Building occupants Contact: YES ' Time: Authority having jurisdiction Contact: NA Time: Other,if required Contact: Time: 7. TESTING RESULTS 7.1 Control Unit and Related Equipment Visual Functional Description Inspection Test Comments Control unit Lam s/LEDs/LCDs Fuses ® ®' Trouble signals Disconnect switches ® ®' Ground-fault monitoring Supervision Local annunciator Remote annunciators Power extender panels Isolation modules Other(specify) 7? ^.A .; i r A Copyright®2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 7. TESTING RESULTS(continued) 7.2 Control Unit Power Supplies Visual Functional Comments Description Inspection Test 120-volt power Generator or UPS Battery condition Load voltage Discharge test Charger test Other(specify) ❑ ❑ 7.3 In-Building Fire Emergency Voice Alarm Communications Equipment Visual Functional Inspection Test Comments Description Control unit ❑ ❑ Lam s/LEDs/LCDs ❑ Fuses ❑ ❑ Primary power supply ❑ ❑ Secondary power supply ❑ ❑ Trouble signals ❑ ❑ Disconnect switches Ground-fault monitorin ❑ ❑ Panel supervision ❑ ❑ System performance ❑ Sound pressure levels ❑ ❑ Occupied ❑Yes ❑No Ambient dBA Alarm dBA (attach report with locations,values, and weather conditions) System intelligibility ❑ ❑CSI ❑STI (attach report with locations,values, and weather conditions Other(specify) ❑ ❑ i IFPA 72. Fig. 14.6.2.4 (1). 5 of 11) may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. Copyright 02009 National Fin Protection Association.This form 7. TESTING RESULTS(continue 7.4 Notification Appliance Power Extender Panels Visual Functional Comments Description Ins ection Test Lam s1LEDs/LCDs ❑ El Fuses ❑ ❑ n Primary power supply ❑ ❑ Secondary power sup ly ❑ Trouble signals ❑ ❑ Ground-fault monitorin ❑ El Panel supervision ❑ ❑ Other(specify) 7.5 Mass Notification Equipment Visual Functional Comments -Description Ins ection Test Functional test ❑ Reset/power down test Fuses Primary power su 1 UPS power test ❑ ❑ Trouble signals Disconnect switches Cl Ground-fault monitoring ❑ CCU securi mechanism ❑ ❑ Prerecorded message content ❑ ❑ Prerecorded message activation - Software backup performed Test backup software ❑ ❑ Fire alarm to MNS interface MNS to fire alarm interface ❑ ❑ In-building MNS to wide-area ❑ ❑ MNS NFPA- 72 Fig. 14.6.2.4 ip. 6 of 111 may be copied for individual use other than for resale.it may not be copied for commercial sale or distribution. Copyright 02009 National Fire Protection Association.This form 7. TESTING RESULTS(continued 7.5 Mass Notification Equipment(continued) Visual Functional Description Inspection Test Comments MNS to direct recipient MNS ❑ ❑ Sound pressure levels ❑ ❑ Occupied ❑Yes ❑No Ambient dBA Alarm dBA (attach report with locations,values, and weather conditions System intelligibility ❑ ❑ ❑CSI ❑STI (attach report with locations,values, and weather conditions Other(specify) ❑ ❑ 7.6 Two-Way Communications Equipment Visual Functional Description Inspection Test Comments Phone handsets ❑ ❑ Phone jacks ❑ ❑ Off-hook indicator ❑ ❑ Call-in signal ❑ Q System performance ❑ ❑ System audibility ❑ ❑ System intelligibility ❑ ❑. Radio communications ❑ ❑ enhancement system Area of refuge communication ❑ ❑ system Elevator emergency : ❑ ❑ communications system Other(specify) ❑ ❑ NFP" 72.,Fiq. 14.624 (p. i of 11) copyright 0 2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 7. TESTING RESULTS(continue 7.7 Combination Systems Visual Functional Description Inspection Test Comments Fire extinguishing monitoring ❑ ❑ devicestsystem t Carbon monoxide detector/system ❑ ❑ Combination fire/security system ❑ ❑ Other(specify) ❑ ❑ 7.8 Special Hazard Systems Visual Functional Description(s eci Inspection Test Comments ❑ ❑ ❑ ❑ 7.9 Emergency Communications System ❑ Visual ❑ Functional ❑ Simulated operation ❑ Ensure predischarge notification appliances of special hazard systems are not overridden by the MNS. See NFPA 72,24.4.1.7.1. 7.10 Monitored Systems Visual Functional Description(specify) Inspection Test Comments Engine-driven generator ❑ ❑ Fire pump ❑ Special suppression systems ❑ ❑ Other(specify) ❑ ❑ r�PA 72. 1 la. i4.U.L. (L. - Copyright®2009 National Fin:protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 7. TESTING RESULTS(continueco 7.11 Auxiliary Functions Visual Functional Description Inspection Test Comments Door-releasing devices ❑ ❑ Fan shutdown ®. Smoke management/smoke control ❑ ❑ Smoke damper operation ❑ ❑ Smoke shutter release ❑ ❑ Door unlocking ❑ ❑ Elevator recall ❑ ❑ Elevator shunt tri ❑ ❑ MNS override of FA signals ❑ ❑ Other(specify) ❑ ❑ 7.12 Alarm Initiating Device ® Device test results sheet attached listing all devices tested and the results bf the testing 7.13 Supervisory Alarm Initiating Device ® Device test results sheet attached listing all devices tested and the results of the testing 7.14 Alarm Notification Appliances ® Appliance test results sheet attached listing all appliances tested and the results of the testing 7.15 Supervisory Station Monitoring Description Yes No Time Comments Alarm signal ❑ ❑ Alarm restoration ❑ ❑ Trouble signal ❑ ❑ Trouble restoration ❑ ❑ I _ Supervisory signal ❑ ❑ Supervisory restoration ❑ ❑ N-PA 72, Fia. 14.6.2.4 i'o. 9of 1'. Copyright©2009 National Fire Protection Association.This form maybe copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 15. RECORD OF SYSTEM OPERATIONAL ACCEPTANCE TEST ®New system All operational features and functions of this system were tested by,or in the presence of,the signer shown below, on the date shown below,and were found to be operating properly in accordance with the requirements for the following: ❑Modifications to an existing system All newly modified operational features and functions of the system were tested by,or in the presence of,the signer shown below,on the date shown below,and were found to be operating properly in accordance with the requirements of the following: ®NFPA 72,Edition: 2010 ®NFPA 70,National Electrical Code,Article 760,Edition: 2014 ®Manufacturer's published instructions Other(specify): ❑Individual device testing documentation[Inspection and Testing Form(Figure 14.6.2.4)is attached] Signed: Printed name: Date: Organization: Title: Phone: 16. CERTIFICATIONS AND APPROVALS 16.1 System Installation Contractor: This system,as specified herein has been installed and tested according to all NFPA standards cited herein. ` ��� e l_.l� or Date: S>gned: v��"'� Printed nam . 1{�� ` - L L - � � Organization:?vV(gs1 K: �-I�C��L Title: Phone:`j J 16.2 System Service Contractor: The undersigned has a service contract for this system in effect as of the date shown below. Signed ��- Printed name: r�/% -+ L� /a c�o 'Date: S o Organization: ^lc y SR.c yrj4y Title: ice+S f�l/ % Phone: 7 y� ���g 163 Supervising Station: This system,as specified herein,will be monitored according to all NFPA standards cited herein. Signed: -�*- ted name:1 /1. K �O ��.�c�.�Date: s���/� Organization: A y e-C f iTy Title: 4 Phone: NF,GA 72,Fia. 10.18.2.1.1 (!D. 11 of 121 Copyright 02009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. 16. CERTIFICATIONS AND APPROVALS(continue 16.4 Property or Owner Representative: I accept this system as having been installed and tested to its specifications and all NFPA standards cited herein. Printed name: Date: r( �O FV�6�-��i� V Signed: � Phone:. 2 Organ n: �� Title: VP � I 16.5 Authority Having Jurisdiction: ro erl I have witnessed a satisfactory acceptance test of this system and find o ed S sequence of perationed and s and with all in accordance with its approved plans and specifications,with its aPP NFPA standards cited herein. ' c` Date: Printed name: Signed: Phone: Title: !��!� r+�5 p'-a_LVo� Organization: R`y U d`V% +tilt=PA 72. Fig. 10.18.2.1.1 (p. 12 of 12) t©2009 National Fire Protection Association.This form may be copied for individual use other than for resale.It may not be copied for commercial sale or distribution. Capyngh Loop Configuration Detectors Loop1 Address Type Status Verification 'Walktest Pres,ignal PAS Custom label Z1 Z2 Z3..: Z4 Z5 0 . 2 SMOKE(PHOTO) Enable False True False False ELECTRIC ROOM BACK HALL 0 7 SMOKE(PHOTO) Enable False True False False 0 g g SMOKE DUCT-P Enable False True False False RTU-2 SUPPLY 0 g SMOKE DUCT-P Enable False True False False RTU-2 RETURN 0 12 10 True False False RTU-4 SUPPLY 11 SMOKE DUCT-P Enable False 0 12 13 SMOKE DUCT- Enable False True False False RTU-4 RETURN 0 16 15 SMOKE DUCT-P Enable False True False False RTU-3 SUPPLY U-3 RETURN 0 1.6 17 SMOKE DUCT-P Enable False True False False RT FRONT DOOR 0 16 SMOKE(PHOTO) Enable False True False False UPPLY 0 21 20 SMOKE DUCT-P. Enable False True False False RTU-1 S 0 21 22 SMOKE DUCT-P Enable False True False False RTU-1 RETURN Modules 1-00131 Status Sllenceable Waiktest Pre „ . PAS MNS Custom label a Z Type 1 .Z2 Z3 . Z4. Z5 Address' si nal. Override 0 Enable True True False False False LECTRIC ROOM 0 1 PULL STATION AIN 3 WATER FLOW Enable True True False False False 0 True False False False AIN 4 TAMPER Enable True AIN 0 Enable True True False False False 0 5 TAMPER True False False False TOCK ROOM g PULL STATION Enable True TU-2 RELAY DOWN 0 10 8 Enable True True False False False 0 g RELAY-1 11 13 Enable False True False False False TU FAN SHUT 12 RELAY-1FC 0 14 PULL STATION Enable True True False False False IDE DOOR 0 15 17 True False False False TU-3 RELAY 16 RELAY-1 FC Enable False RONT DOOR 0 1g PULL STATION Enable True True False False False 0 20 22 21 Enable True True False False False TU-1 RELAY RELAY-1 FC Page 11 of 11 5/20/2016 12:17:46PM TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel e1,5- Yo2- �O 1% �19� Application:# 001-56 056 Health Division ®� _-c Date Issued, Ir Conservation Division v J � 4:T Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 0 O G �� 6b Historic - OKH _ Preservation/ Hyannis Project Street Address 65 Q'NC1�mot.-���f,� 'Ili.'a P� is Village v mis5 nL-aid Owner OL:Q— Re-4-c�M( - d�lc�a�.elra�s ��-� Address'/a -oe Odder Telephone Su rk-, .3,00 Permit Request t74-4--C'1u+ , �ss 62/19 ,, �n• a�, At r"�� �®C� 5 l� Rr=�-�� S�•-,�fin.���� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new �f Zoning District H 9, d .xNp Flood Plain Groundwater Overlay Project Valuation' 5Y6 ,mrun Construction Type 2_8 Lot Size 31 ,1 Acw_; Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes X No On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑ Crawl ❑Walkout X Other S Va b 6 h G re-tk e Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 4 existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: )kGas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial 'XYes ❑ No If yes, site plan review# 0IE Z — 15 - Current Use P�6'O Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) . Name fz Cis, (- A �lephone Number Address 22 q 40-4611/ 5�- ��r �J_icense# .5!z J Ai4 r91 A A—Sf A41 4 / 02.5)1�4ome Improvement Contractor# o�dr Email K'©&&AZ,p 2 i,w e�v ���.Cc/r.�� `�/Vorker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO i / l IGNATURE ATE l �✓'���c� FOR OFFICIAL USE ONLY ^APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. . : .... 1HE Tp� pU , Town of Barnstable STA LE BARNSfABLE. : RN B . Regulatory Services 639. u - i639• ,0� 1 AlFots Richard V. Scali Director ""'14 37 Building Division Thomas Perry, CB0 Building Commissioner 200.Main Street, Hyannis, MA 02601 - ... ..... www.town.barnstable.nmus Offices 508-862=4038' Fax: 508-790-6230: A . i June 18, 2015: . OCW Retail-Hyannis LLC For.the Wilder Com anies c/o Mr. Matthew Eddy Baxter Nye Engineering& Surveying 78 North Street, 3`d Floor'.. Hyatuis, MA 02601 LL RE: Site Plan Review 012=1 S;OCW Retail-Hyannis LLC,for Wilder Companies—.Etharn Allen tenant 990 Iyannough Road & 65 Independence Drive,Hyannis Map 294, Parcel 004 Map 295, Parcel 015,.X0.1 &X02 Proposal: Construction of:one'new free-standing building of apptox.8,000 s.f. The building is ` plamned to.be a single retail tenant space. This:building will be part of the overall Southwind Plaza complex....Site improvements,for the new building will include new.parking_for 58 vehicles, vehicular connection fo the existing* adjacent: •etail building providing full crculatton around the site,anew right in only entrance off Rte. 132, drainage and stonmwater management itinprovemeint, underground utilities; site lighting, and landscaping. .. Dear Mr. Eddy* . Please be advised that at the formal site:plan review meetin&h*Id June.41 2015,the:above:proposal received approval subject to the_following: Approval is based upon,a.nd mustbe substantially,coristi,,itcted in accordance with plan • entitled"Ethrii Allen at Soitthwitid Plaza"coils sting of l l sheets,-prepared for OCW Retail —Hyannis LLC.c/o The Wilder Companies, Ltd. by Baxter Nye Engineering& Surveying, Hyannis dated May 28; 2015,.Scale 1"=30' Oo Water utility.design will require revision:' Please contact Hans Keijser,Supeivisor Water Department, 508-778-9617 for consultation regarding the design of new water service;. ❖ After design of water service has been resolved,impact to fire protection for the existing structure must be evaluated. As a condition of the existing special pdrrlit for this property: the design, materials, and colors of elevations must receive approval from the Director of Growth Management,. JoAnne Buntich. Oo Final plans and elevations must depict the location of the.loading dock. . A separate landscape a��d:l ghting/photometric plan accommodating fire department. requirements is requested and most receive approval from Roger Parsons,Town Engineer, 508-790-6302. 00, :Upon approval of the landscape plan, co.isultatioi with Deputy Dean'Melanson, Hyamiis FD regarding the location of the Fire Department Connection:Will be necessary. • Applicant must obtain all other:applicable permits,:licenses and approvals-required. Upon completion of all work, a registered:engineer or land surveyor.shall submit a etter of certification, made upon knowledge and'belief in accordance with professional standards that all work has been done in substantial compliance with:the approved site plan(Zoning Section 240-1 OS (G). .This document shall be submitted prior.tothe issuance of the final certificate of,occupancy A copy of the approved site plan will be retained.on file. E Sincerely,.: i v GGG .. ce ve Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator. JUN-2 5 2015 CC: Toni Perry, Building Coinmissionei by JoAnne Buntich-GMD Director Baxter Sexter Ny® Roger Parsons;Town Engineer; DPW engineedng Survaying Dep. Dean.Melans6h -Hyannis FD Hans KOser,Hyaimis Water Supervisor Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-054914 Construction Supervisor RICHARD R COHEN V I 11 WESTFIELD DRIVE T BROCKTON MA 02301g' ' Commissioner 1 "^K CA- Expiration: 0/07/2017 .�......a.�—^- ,_. v/ze�anvnzooeurecz�z o�C/�.aaa�uae Office of Consumer Affairs&Business Regulation OME IMPROVEMENT CONTRACTOR F1 egmtration 69452 Type: Expiration 612 12015a Private Corporate i D.MR CONSTRUCTION ING` 4 :y f RICHARD COHEN 229 MAIN ST ,.., /J �p NORTH EASTON,MA 02356 Undersecretary y s. u. License or registrationivalid for individul use;only before the expiration date if found return to. ; . .` Office of Consumer Affairs'and Busines§; egulation i '10 Park Plaza-Suite 5170 Boston,MA 02116 'Not valid without signature ACo® CERTIFICATE OF LIABILITY INSURANCE Y DATE(MM"" 1/6/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT.BETWEEN THE ISSUING INSURER(S). AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsemen s. PRODUCER CONTACT cT Debra Gerraughty Cavallo & Signoriello PHONE (508)339-2951 FAX R.I.(508)339-4811 190 Chauncy Street/P.0 Box 406 E41L Debbieocandains.com INSURE 8 AFFORDING COVERAGE NAIC 0 Mansfield MA 02048 INSURERA Arbella Protection Insurance Co 41360 INSURED INsumits:Arbella Mutual Insurance Company DMR Construction Inc INSURER C: 229 Main Street INSURERD: INSURER E: North Easton MA 02356 INSURERF: COVERAGES CERTIFICATE NUMBER:2015 Certificate REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY,CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ML jR TYPE OF INSURANCE D BR POLICY EFF POLICY EXP POLICY NUMBER WNYM LIMITS X CONI IERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS4VADE OCCUR DAMAGE TO RERf� USES Maoccurrence) S 1001000 9500062328 5/23/2015 5/23/2016 MED EXP one n $ 10,000 PERSONAL 0 ADV INJURY $ 11000,000 GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 $ POLICY[:]J CCT- F-1 LOC PRODUCTS-COMPIOPAGG $ 2,000,000 OTHER: Employee Benefits • $ 11000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 B ANY AUTO BODILY INJURY(Per person) $ ALL OWNED S SCHEDULED 1020026879 5/23/2015 5/23/2016 BODILY INJURY(Par accident) AUTOS AUTOS "$ B HIRED ALTOS 8 NON SWNED PROPERTY DAMAGE $ COMA $ X UMBRELLA LIAS OCCUR EACH OCCURRENCE $ 61000,000 A EXCESS LIAO HCLAIMS-MADE AGGREGATE $ 61000.000 DED g RETENTION S 10,060 4600662329 5/23/2015 5/23/2016 $ WORKERS COMPENSATION I PEAR UTE ER OTH- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETORIPARTNERIEXECUTIVE N/A E.L.EACH ACCIDENT $ 1,000,000 A OFRCERIMEABER EXCLUDED? a 9125630514 5/]3/7015 5/23/2016 (Mandatory In NH) E.L.DISEASE-EA EMPLOYE6 $ 1,000,000 N yes,describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $ 11000,000 A Contractors 8quipment OS00062326 5/23/2015 5/23/2016 LeasedlRentedEquipmerd 150,000 Business Personal Property 8500062328 5/23/2015 5/23/2026 100,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,AddtBonai Remarks Schedule,may be saaehed B more space is required) RE: Ethan Allen 990 Iyannough Rd. Hyannis, MA 02601, CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Hyannis THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Mafia Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE D Gerraughty/DEBBIE 01988.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025 mwo1) r 77,e CamrlromveaM of-Vanachawas i.4wtniewl eirIudivaial Accidents 600 Was hWon Street Boston,? !02HI f4'fVf4L7lIQs�g�l�711 • Workers' Com pensafmtminsura'ace Affidavit Btaldeis nft=tarslr ecfdca sfPhixnbers �FCaII inftinnatkn Please Friut Ig I°1ameBnsiQes'q, tlnal l ✓�i�l/C' <OI�II a,.�1G �. Address: Z2 1W_ S, e-e-r �� AAA° ©G 6 -� city/stal <i�iD �df S%JD 4'. Phow4 J?d'""713;z 6 Are you an employer?Checkthe appropriate box: Type of project(required): I-9 I am a employer v-- 4. I am a general conf mctor and I • employees(fish sndforpart-dime).* have hired tlse sub-contactors f. El New consfrcEiu n 2.El am a sole proprietor orpartner- listed on the atwched street. �- ❑Remodeling ship and have no employees These smb-conbractors have S. EJ Demolition wo&ing forme in any capacit3: employees audhave wod:ers'• 9 Buil [N O worloem ,comp.insurance comp-� I � ifingadditicu rcgmired-] I ❑ We are a corporation and its 14❑Electrical repairs or additions 3_❑ I ama homeoumer doing all work officers have exercised their 1L0 Plumbingrepairs or adcRtions myself[No we xkm'comp- a of ememgtiau per Z+M L-[]Roofrepairs ' rrMM•+re required-j T c.Li2,§1(4k andwe'fiave�a employees-[NO wore 1.3-O Other cones insurmee requirecl j 'Any s"Efcsod<dat cLecUbcx RI amst also Mmtlhe sBcdcabelimsbaniuz fliakwat ss'compv saffi,.poycyiEffiDnffi=- E ameoaraerswbo submt rbis afEidavt i&cath.0&--y art doing alf woak sad tbealix outside cont=I •must submit anew affidseit iadirldi g sacli ICouuscm�3utchecl�tids bmr mast a3tacLea as additional siseei shnuze�fl�ensm�coE the sab••coaamd state�rheth�ornottbese eo>itfesha� employees.IfthPsub-c=bxch=h2vz e=pk7eass dw-Taais-tpm-I&-Il-k warkeis'comp.policy"I M -Tam an slripiopFrr flint is prvt g Yvorkers'coarperrsrnzcn insurartca for my earpdoy�ees $edoav is fibs policy arui jvb situ in orazadan �} Iasuraucecompaayl'aioe: /` UO�f 44 7'/-A 'Po-ficy 4 or Self-ins.Lic. /a 'J� O.T f/ FxpisatimDafe: Job Mte Address Attach a copy of the workers'compensationpolicy declaration page(showing the policy,number and expiration date). Fainre to secure coverage as zeq*ed under Section 25A of MGL c.152 can Ind to the isnpos lion of criminal Perm lt%esofa fine up to SUdo:00 andfor one-yemrimprisonm eu f,as well as civs3 penalties•i a the fora of a STOP WORK ORDERaad a fine of up to$250-00 a day against the violator_ Be adcdsed flsaf a copy of this z1atemP.,t maybe farwardedfo the Office of lawstigatiaas of the DIA far msurRUCILL coverage vedficadian- Fda dtersdry cerk;fp' painns wldr �fFe inty tlsatflee ioforwatiassprmi&d abmv is fts mud correct Si* t.'r"' I3ate 1-5 2d/ O,o%dad gee achy. Do nat wrke in flues urea,to be cmapteted by tidy artown gjok ar CUy or Ta wxL: Permifficense# bsuing Antiatarfty(circle one): L Board of Health -l3adrng Department 3.Cilyf rows Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: phone#: 6 N M4M January 5, 2016 Mr. Thomas Perry, Building Commissioner Town of Barnstable -Building Department 200 Main Street Hyannis, MA 02601 Re: New Ethan Allen Tenant Building Permit Application for Fit-Out Southwind Plaza 990 Iyannough Road Hyannis, MA 02601 Dear Mr. Perry: On behalf of OCW Retail-Hyannis, LLC (as Property Owner of Southwind Plaza), this letter is submitted as evidence of Property Owner's consent and authorization for DMR Construction Inc. to file an application for Building Permit for work to be performed at the above referenced location for Ethan Allen (tenant). OCW Retail-Hyannis, LLC By: OCW New England Retail Holdings, LLC Manag r By: England, LLC Za r By: David J. a ffen Manager Cc: K. Burke (TWC). : 11 Boylston 11 1 Boston, ► 02199 PHONE 00 1 FAx 617.247.4044„ 1 www.wilderco.com Received JAN -6 , 01to by Baxter Nye Engineering&Surveying BUILDING ENGINEERING R E S O V R c r s, I N C. Commonwealth of Massachusetts State Building Code 780 CMR, 8Ih Edition Chapter 9 Fire Protection -Systems 780 CMR — 903.1.1 ` Narrative Report I Project Name: Ethan Allen Southwind Plaza BER Project Number: 15144 ' Date of Issue: December 15, 2015 � tM Of a . ?qsq ��\\A OF MASS y� '4C+ s o`' MARC R. tiN g sTEvEN A. y� PI T R Prepared By. c KAAN a a TRI l ' a+EcHnrolcA< y ' Chris Hoekstra—FP Engineer U N •3 19 NO 34989 '�Q 9 TEPr�o �Q Dave Downs—FA Engineer b 9c ISTs 66 Main Street ( North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com 780 CMR 903.1.1 Narrative Report Project Name: Ethan Allen—Southwind Plaza/#15144 Date of Issue: December 15,2015 Page I 780 CMR 903.1.1 — Narrative Report (La) BASIS—METHODOLOGY OF DESIGN Section 1 —Building Description A) Building "Use" Group: "M"—Mercantile B) Total Area of Building: 8,000 square feet C) Building Height: One Story—22'-6" D) Number of Floors Above Grade: One (1) story E) Number of Floors Below Grade: Zero (0) F) Square Footage per Floor: 8,000 square feet G) Type(s) of Occupancies (Hazards)within the Building: "M" -Mercantile H) Type(s) of Construction: I1B 1) Hazardous Material Usage and Storage: None J) High Storage (over 12 feet) of Commodities within Building: K) Site Access Arrangement for Emergency Response Vehicles: Truck access via R132 fire hydrant located at northwest corner of building. Fire Department connection located at east/west corner of building. Note: All Section 1 input is in accordance with the architectural design. BER is not responsible for the classification of the structure of the associated architectural design. Section 2—Applicable Laws, Regulations and Standards A) 780 CMR Massachusetts State Building Code—.8th Edition. B) Applicable NFPA Standards and Edition used for design of each specific Fire Protection System (unless otherwise indicated, shall be the latest Codes and standards accepted by The Commonwealth of Massachusetts). 66 Main Street North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com L 780 CMR 903.1.1 Narrative Report 'Project Name: Ethan Allen—Southwind Plaza/#15144 Date of Issue: December 15,2015 Page 2 1. NFPA 1 —"Uniform Fire Code" 2. NFPA 10 —"Portable Fire Extinguishers" 3. NFPA 13 —"Installation of Sprinkler Systems" 4. NFPA 25 —"Inspection and Testing of Water Based Fire Protection Systems" 5. NFPA 54 -"National Fuel Gas Code" ; 6. NFPA 70 —"National Electrical Code" 7. NFPA 72 —"National Fire Alarm Code" 8. NFPA 90A —"Installation of Air Conditioning and Ventilation Systems" C) Massachusetts General.Law Chapter 148 "Fire Prevention" r D) Hyannis Fire Department Fire Alarm Order 93-1;local bylaws and ordinances E) 521 CMR"Architectural Access Board" - F) 527 CMR"Board of Fire Prevention Regulations" including 527 CMR Ch 12 "MA Electric Code" G) ADA (Americans with Disabilities Act) H) Federal Laws 1) OSHA J) ASTM E 84—Test Methods for Surface Burning Characteristics of Building Materials. K) ASTM E 119—Test Methods for Fire Tests of Building Construction and Materials ., Section 3 —Design Responsibility for Fire Protection Systems A) Building Engineering Resources (BER), Professional Engineers, has fully engineered, designed (complete layout and calculations) and specified the Fire Protection Systems to be installed. BER will review the Installing Contractor's shop drawings. The PE is considered the engineer of record and certifies system installation for Code compliance at.completion. B) The Hyannis Fire Department shall review and approve final shop drawings before installation for Code compliance at completion. 66 Main Street I North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com �I 780 CMR 903.1.1 Narrative Report Project Name:Ethan Allen—Southwind Plaza/#15144 Date of Issue: December 15,2015 Page 3 Section 4—Fire Protection Systems To Be Installed FIRE SUPPRESSION A) The Fire Suppression System water service is fed from a 6"tap from an existing 10" service main. There is one main 6" double check valve assembly at the fire services entrance into the building. The latest flow test data available from date and source is 64 PSI static with 56 PSI residual while flowing 964 GPM. 1. Fire Department inlet connections are be provided at northwest corner of the building for boosting pressure to the entire system. Each location is located within 100 feet of a hydrant and is equipped with check valves and ball drips.Nameplate on the fire department connection shall be labeled"AUTO SPKLR STANDPIPE". B) Sprinkler Systems shall provide 100% coverage and in general be as follows: 1. Offices, open areas, conference rooms, lobbies, toilet rooms, and similar occupancies shall meet the requirements of Light Hazard Occupancy with a density of 0.10 GPM per square feet over the hydraulically most remote 1,500 square feet. 2. Sales floor, general storage rooms and similar occupancies shall meet the requirements of Ordinary Hazard Group 2 Occupancy with a density of 0.20 GPM per square feet over the hydraulically most remote 1,500 square feet. FIRE ALARM A) An addressable Fire Alarm System shall be provided for initiation device monitoring,and evacuation signal initiation. The fire alarm control panel shall obtain backup power via internal batteries with 60 hours of capacity. 1. Initiation Devices shall include: a. Manual pull stations shall be provided at each egress and upper,floor. . b. Sprinkler flow and tamper switches. c. Smoke and heat detectors located in accordance with NFPA requirements. Detectors shall be analog addressable to provide means of alarm verification and-define maintenance cycles. d. Analog addressable duct smoke detectors located in accordance with NFPA requirements. Provide addressable control modules for interface with the HVAC equipment for automated shutdown. e. The building shall be provided with 100% smoke detector coverage for the egress paths (corridors and stairwells). 66 Main Street North Easton,Massachusetts 02356 T 508.230.0260. F 508.230.0265 BER@BER-engineering.com 780 CMR 903.1.1 Narrative Report Project Name:Ethan Allen—Southwind Plaza/#15144 Date of Issue: December 15,2015 Page 4 2. Alarm notification shall be via horn/strobe units in compliance with ADA requirements for strobe illumination levels. Strobe shall be synchronized. 3. Wiring methods for all fire alarm initiation and notification circuits shall be Type MC where concealed and EMT where exposed interior. MC shall be listed for fire alarm service and identified as fire alarm service by red spray and painted couplings and junction box covers. B) Fire Department notification shall be via digital dialer. A signal shall be forwarded to Security for both system trouble and alarm. Section 5 —Features Used in the Design Methodology A) Building occupant notification is automatic via horn/strobe units installed in accordance with NFPA and ADA requirements. All evacuation zones shall be simultaneously notified. B) Future fire alarm testing, mainienance of systems and documentation shall be.per NFPA-72. The Electrical Contractor shall provide a one-year maintenance contract on the Fire Alarm System for the duration of the warranty period. The Contractor shall provide Code mandated testing and documentation on a quarterly basis as required by written regulation in NFPA-72.' Section 6— Special Consideration and Description A) This project does not deviate from the prescriptive Code requirements included in the referenced Laws, Regulations or Standards. (Lb) SEQUENCE OF OPERATION Section 1 FIRE SUPPRESSION A) Wet Pipe Sprinkler System: Heat produced from a fire melts the fusible link or glass bulb on a single sprinkler head or group of sprinkler heads causing the sprinkler(s) to open. 1. Fusible links are rated as follows: a. Quick Response Heads: 135°F b. Standard Response Heads: 165°F C. Intermediate Response Heads: 212'T 66 Main Street North Easton,Massachusetts 02356 ( T 508.230.0260 F 508.230.0265 BER@BER-engineering.com 780 CMR 903.1.1 Narrative Report Project Name:Ethan Allen—Southwind Plaza/#15144 Date of Issue: December 15,2015 Page 5 Water from the water filled pipe is discharged immediately from the sprinkler head(s)to control the fire. The fire department may connect to the fire department connection(s) and pump additional water to supplement the system. Sprinkler System water flow alarms activate upon system flow and indicate to the fire alarm control panel an alarm condition. The sprinkler(s) continue to flow water until manually shut off. FIRE ALARM A) The operation of a manual station or activation of any automatic alarm initiating device (smoke, heat, water flow shall automatically: 1. Sound all audible devices throughout the building in a synchronized Code 3 temporal pattern. 2. Flash all visual signals throughout the building in a synchronized fashion. 3. Flash an alarm LED and sound an audible,signal at the fire alarm control panel. Upon Acknowledge, the alarm LED shall light steadily and the audible shall silence. Subsequent alarms shall re-initiate this sequence. 4. Initiate the transmission of an alarm to the Municipal Fire Station via the auto dialer. 5. Visually indicate the alarm initiating device type and location via the LCD display located at the fire alarm control panel. 6. Visually annunciate on all system annunciators the initiating device type and location. 7. Activate the outside weatherproof beacon. 8. Record the alarm in the event history log, and print a record of the alarm on the system printer where applicable. 9. Activate prioritized output relays to shut down affected supply and return air handlers. 66 Main Street North Easton,Massachusetts 02356 T 508.230.0260 { F 508.23010265 BER@BER-engineering.com r 780 CMR 903.1.1 Narrative Report Project Name:Ethan Allen—Southwind Plaza/#15144 Date of Issue: December 15,2015 Page 6 B) The operation of a sprinkler tamper,a duct smoke detector shall automatically: l. Flash a supervisory LED and sound an audible signal at the fire alarm control panel. Upon Acknowledge, the supervisory LED shall light steadily and the audible shall silence. Subsequent supervisory shall re-initiate this sequence. 2. Visually indicate the supervisory initiating device type and location via the LCD display located at the fire alarm control panel. C) The report of a power failure, ground fault or open circuit shall automatically: 1. Flash a supervisory LED and sound an audible signal at the fire alarm control panel. Upon Acknowledgement,the trouble LED shall light steadily and the audible shall silence. Subsequent trouble shall re-initiate this,sequence. 2. Visually indicate the supervisory initiating device type and location via the LCD display located at the fire alarm control panel. i D) All major equipment added shall be identified with signage indicating location and unique operational and design features readily apparent and or delineated with additional signage affixed adjacent to the.equipment. E) Activation of single station smoke detector shall sound integral alarm signal only and shall not be connected to control panel. (1.0 TESTING CRITERIA Section 1 —Testing Criteria FIRE SUPPRESSION A) Final Acceptance Test 1. The Contractor shall notify the Owner's Representative a minimum of five (5)business days before the Final Acceptance tests are to be.conducted to allow scheduling of observation if desired. 2. The Contractor shall notify the Authority Having Jurisdiction a minimum of five (5) business days before the Final Acceptance tests are to be conducted to allow scheduling of observation if desired. 66 Main Street North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com l 780 CMR 903.1.1 Narrative Report Project Name:Ethan Allen—Southwind Plaza/915144 Date of Issue: December 15,2015 Page 7 3. The Fire Suppression System and associated equipment shall be tested in accordance with NFPA 13, and provisions of 780 CMR. 4. The testing shall include but shall not be limited to the following: a. Receipt of complete and signed Contractor's material and test certificates b. Hydrostatic testing of all interior piping to 200 psi shall be conducted, which shall be maintained for two (2) hours without pressure loss. Pressure gauge shall be installed at the low elevation point in the system. c. The backflow preventor assembly shall be forward flow tested to ensure proper operation at maximum system demand. d. Flow test each water flow device and associated alarm interconnection to ensure an audible alarm is initiated within 90 seconds of flow initiation and continues until flow stops. e. The main drain valves shall be opened and remain open until the system pressure stabilizes. Static and residual pressures shall be recorded on the Contractor's test certificate. 5. A written report shall be submitted detailing the results of all final testing including: a. A copy of fire alarm control panel printer output verifying proper operation of each device in alarm or trouble, time stamped throughout the testing process. b. Final System Acceptance in accordance with NFPA-72 and BER Engineers project requirements shall be formally documented utilizing a form similar to "Record of Completion" as included in Figure 4.5.2.1 of NFPA-72. FIRE ALARM A) Preliminary Tests 1. The Contractor shall notify the Owner's Representative 10o-business days before the preliminary tests are to be conducted. 2. The Fire Alarm System and associated equipment shall be tested in accordance with NFPA 13 and 72, and provisions of 780 CMR. 3. The Contractor shall perform insulation testing (megger), continuity and loop resistance checks on all system conductors to determine that the system is free from grounded, shorted, or open circuits. These tests shall be conducted prior to the installation of fire alarm equipment. Loop resistance measurement shall verify that the loop resistance does. not exceed the Manufacturer's specified limits. Corrections shall be made and the system shall be retested to assure if deficiencies are found. 66 Main Street North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com 780 CMR 903.1.1 Narrative Report Project Name:Ethan Allen—Southwind Plaza/#15144 Date of Issue: December 15,2015 Page 8 4. The Contractor and Fire Alarm System Manufacturer shall perform complete functional and operational performance tests. Testing shall include verification that the circuits and components are electrically supervised and operate as intended. 5. A written report shall be submitted detailing the results of all preliminary testing shall accompany the request for final acceptance test. The written preliminary test report shall be submitted with: a. Copy of fire alarm control panel printer output verifying proper operation of each device in alarm or trouble,time stamped throughout the testing process. b. The Operations and Maintenance Manual for the system. c. The record (As-built) drawings. B) Final Acceptance Test l. The Contractor shall notify the Owner's Representative a minimum of five (5) business days before the final acceptance tests are to be conducted to allow scheduling of observation if desired. 2. The Contractor shall notify the Authority Having Jurisdiction a minimum of five (5) business days before the final acceptance tests are to be conducted to allow scheduling of observation if desired. 3. The Fire Alarm System, other systems and equipment associated with the Fire Alarm System and accessory equipment shall be tested in accordance with NFPA-72. The listed tests in NFPA-72 Table 14.3.1 shall be conducted as well as Manufacturer and job specific procedures to verify.that the circuits and components are electrically supervised and operate as intended. 4. The test shall include but shall not be limited to the following: a. Visual inspection of all wiring connections. b. Test of each function of the control panel. c. Test of each circuit in both trouble and normal modes. d. Tests of each alarm initiating device in both normal and trouble conditions. 'Open the circuits at each alarm-initiating device to test the wiring supervisory feature. e. Tests of each control circuit and device. f. Tests of each alarm notification appliance, in both. Open the circuit as each notification appliance to test the wiring supervisory feature. g. Provide copy of fire alarm control panel printer output verifying proper operation (alarm, trouble, etc.) for each device with time stamp enabled throughout the testing process. h. Tests of the primary and secondary power supplies and associated foss of each. i. Complete operational tests under emergency power supply. j. -Ground fault monitoring circuit function. k. Measurement of sound pressure levels in all rooms of the protected space. 66 Main Street North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com 780 CMR 903.1.1 Narrative Report Project Name: Ethan Allen—Southwind Plaza/#15144 Date of Issue: December 15,2015 Page 9 5. A written report shall be submitted detailing the results of all final testing including: a. Copy of fire alarm control panel printer output verifying proper operation of each device in alarm or trouble,time stamped throughout the testing process. b. Final system acceptance in accordance with NFPA-72 and Building Engineering Resources' project requirements shall be formally documented utilizing a form similar to "Record of Completion" as included in Figure 10.18.2.1.1 of NFPA-72. END OF NARRATIVE 66 Main Street North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 1 BER@BER-engineering.can A L L E VATO TRANSMITTAL To: The Town of Barnstable Date: .12/16/15 ,: _;Project Number: -1562 Building Division , k '.s Attention:. ,Tom Perry Building Commissioner 200 Main Street Regarding:; ` Ethan Allen Fit Up ' Hyannis,MA 02601 (508)862-4038 Southwind Plaza Attached $® ❑Via Email ❑Regular Mail Hand Delivery ❑Pickup• z ❑Under separate cover •, r .,, FED Ex OanoNs: ❑Priority. ❑Std:Overnight ❑Second Day r' ❑Express Saver(3'.°Business Day) ®Prints ❑CAD Files' ®Specifications "❑Shop Drawings:; "❑Submittal ❑Bulletin/Addenda ❑Samples ❑CD DVD`;t• ®Affidavit ❑Other." Copies Drawing Date' - Description Number 2 CS,G0,G1,G2.:,': 12/16/15'• Architectural(Stamped'&'Signed)One full sized and reduced 11x17 2 1.0Ttiru.9.0 a 12/16/15-a` :Architectural(stamped&'Signed))One full sized and:reduced 11x17 2' M1 Thru M3 12/15/15 y' Mechanical(Stamped&Signed))One full sized and reduced 11x17 , F j. 2 P1Thr•u:P4. 12/15/15 Plumfiing(Stamped&Signed).)Onefull sized,and rediaced11x17 • 2 FP1,FP2. . 12/15/15 Fire Protection(Stamped&Signed))One full sized and reduced 11x17 2' E1 Thru E9 12/15/15' Electrical'(Stamped&Signed))One full sized and reduced11x17 ., 1 '12/15/15 Architect Pre-Construction'Affidavit(Signed&Notarized) 1 � . Y MEP 12/15/15,' ; Pre-Construction Affidavit(Signed&Notarized), 1. 12/15/15: FP.Narrative Report . a.1 12/15/15 FP:Design e 1 12/15/15 COMCheck-Interior Lighting.Compliance Certificate(Signed) 1 - 12/15/15' COMCheck-Mechanical Compliance'Certificate(Signed) " ®Reviewed ❑For Approval ❑For Review&Comment ' Requested by Owner a ,. ❑Reviewed with Comments ❑for Your,Use ❑Revise&'Resubmit` Bulletin/ Distribution e. 'Prints Other Comments Addeidaf R Issued ForPe rmit Package Dated 12/15/15 , .„ , « i If enclosures'ar¬ as noted,kindly notlfy us:at once a. From Vu Alexander,A)A: Allevatc Architects Inc -. t i 31-Ha yward Street '�'• , Franklin,MA 02038 y tel 508 528 0770 fax 508 528 9454 '. X alleYatoarchitects.com` r `, ALLEVATO 4 L e CONSTRUCTION AFFIDAVIT Project Name: Ethan Allen—Southwind PLaza ' Project Location: 990 Lyannough Road(Route 132).&65 Independence Drive Hyannis, MA - Scope of Project: New 8,000 SF Fit Up For an Ethan Allen Retail Store' , Architects Project Number: 1562` Date: 12/15/2015 In accordance with Section 107.6 Construction Control of the 81h Edition of the Massachusetts State Building Code, I, Vu Alexander Massachusetts Registration No.: 10210 being a registered professional Architect:hereby certify that 1 have prepared or directly supervised the preparation of all design plans,computations and specifications concerning:,. .. ❑ ENTIRE PROJECT ® " ARCHITECTURAL ❑ STRUCTURAL ❑ .MECHANICAL ❑. FIRE PROTECTION . ❑ ELECTRICAL ❑ PLUMBING ❑ OTHER ; 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 and all applicable Architectural practices for the proposed project. I further certify 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 proceeding.in accordance with the - documents approved for the building permit and shall be responsible for the following as-specified in Section 107.6.2.2 Construction: .•. 1. Review, for conformance to the design concept, shop drawings, samples and other submittals that are.. submitted by the contractor in accordance`with the requirements of the construction documents. ' 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 and quality of the work and,to determine, in general,:if the work is being . - progress q y g ,: g performed in a manner: , consistent with.the construction documents. Pursuant to Section 107.6.2.2,Construction:, I shall.submit progress reports together with pertinent comments to the Building Official. Upon completion of the work, I shall submit a final,report and punch list,(if applicable) as to the . satisfactory completion and readiness of the project for occupancy: r Architects Signature: Vu Al nder evato Architects Inc Subscribed and Sworn tobefore me L ; this Day of 'b�t-h"�y .•,2015 Notary Public My Commission Expiries State of Massachusetts,.in the County of Norfolk. Allevato Architects Inc �?s�b Jro-<< <JANICE M.CAMPBELL 31 Hayward Street- Franklin, n ,;j= Notary Franklin,MA 02038 x. �' Pu btic. tel .508 528 0770 z yy ' ff Massachusetts .. .. -� _ �."... .P - � Jae,' _ .cs fax 508 528 9454 - ,,yh y,��° Commission Expires May 16,2019 a llevatoarchitects.com CONSTRUCTION AFFIDAVIT " Project Name: Ethan Allen-Southwind Plaza 990 Lyannough Road(Route 132)&65 Independence Drive, Project Location: Hyannis, MA Scope of Project: New 8,000 SF Fit Up For an Ethan Allen Retail Store Architects Project Number: 1562 Date: 12/15/2015 In accordance with Section 107.6 Construction Control of the 8`' Edition of the Massachusetts State Building Code, I, Steven A. Karan, PE, Massachusetts Registration No.: 34989, being a registered professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: ❑ ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL (X) MECHANICAL ❑ FIRE PROTECTION ❑ ELECTRICAL ❑ PLUMBING ❑ OTHER 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 and all applicable Architectural and Engineering practices for the proposed project. I further certify that I shall perform the necessary professional services and be (or have been) present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 107.6.2.2 Construction: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals that are submitted by the Contractor in accordance with the requirements of the construction documents. 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. Pursuant to Section 107.6.2.2 Construction, I shall submit progress reports together with pertinent comments to the Building Official. Upon completion of the work, I shall submit a final report and punch, list (if applicable) as to the satisfactory completion and readiness of the project for occupancy. Engineers Signature: �cP�SN Of MA Steven A.1%aYdn,OE ss9cy Building Engineering Resources, Inc. STEVEN A. G� KARAN R, ME'CHANiCAL vim, No.34989 On, .. Q ubscribed and Sworn to before me his ' /1)h -Day of December ,2015 arch 21,2019 ac ueli a Lee'H ghe - N tar u is My Commission Expiries Norfolk Country, State of Massachusetts JACQUEUNE LEE HUGHES NOTARY PUBLIC COW,MWEAUH OF MASSACHUSERS My Comm.Expires Mar.21,2019 CONSTRUCTION AFFIDAVIT Project Name: Ethan Allen-Southwind Plaza Project Location: 990 Lyannough Road(Route 132)&65 Independence Drive, Hyannis, MA Scope of Project: New 8,000 SF-Fit Up For an;Ethan Allen Retail Store Architects Project Number: 1562 Date: 12/15/2015 . In accordance with Section 107.6 Construction Control of the 81h Edition of the Massachusetts State Building Code, I, Marc R. Plante, PE, Massachusetts Registration No.: 38119, being a registered professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: ❑ ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL ❑ MECHANICAL ❑ FIRE PROTECTION (X) ELECTRICAL ❑ PLUMBING ❑ OTHER 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 and all applicable Architectural and Engineering practices for the proposed project. I further certify that I shall perform the necessary professional services and be (or have been) present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 107.6.2.2 Construction: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals that are submitted by the Contractor in accordance with the requirements of the construction documents. 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. Pursuant to Section 107.6.2.2 Construction, I shall submit progress reports together with pertinent comments to the Building Official. Upon completion of the work, I shall submit a final report and punch list (if applicable).as to the satisfactory completion-and readiness of the project for occupancy. OF MAssq Engineers Signature: C' ' I>A�4RC R. titN Marc R.PlarAe, OE PLANTE �, Building Engineering Resources, Inc. o ELECTRICAL No.38119 ONA'.E Subscribed and Sworn to before me this h Day of December ,2015 March 21,201 9 , c elin e/s4t1a',r. 0 i M Commission Ex iries Y p Norfolk Country, State of Massachusetts JACQUELINE LEE HUGH NOTARY PUBLIC Cowearn of auZsacHusi:rts My Comm.Expires Mar.21,2019 CONSTRUCTION AFFIDAVIT Project Name: Ethan.Allen-Southwind Plaza Project Location: 990 Lyannough Road(Route 132)&65 Independence Drive, Hyannis, MA ' Scope of Project: New 8,000 SF Fit Up For an Ethan Allen Retail Store Architects Project Number: 1562 Date: 12/15/2015 In accordance with Section 107.6 Construction Control of:the 81h Edition of the Massachusetts State Building Code, I, Steven A. Karan, PE, Massachusetts Registration No.: 34989, being a registered professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: ❑ ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL ❑ MECHANICAL ❑ FIRE PROTECTION ❑ ELECTRICAL (X) PLUMBING ❑' OTHER , 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 and all applicable Architectural and Engineering practices for the proposed project. I further certify that I shall perform the necessary professional services and be (or have been) present on the construction site on a regular and-periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 107.6.2.2 Construction: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals that are submitted by the Contractor in accordance with the requirements of the construction documents. 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. Pursuant to Section 107.6.2.2 Construction, I shall submit progress reports together with pertinent comments to the Building Official. Upon,completion of the work,.l shall submit a final.report and punch,list (if applicable) as to the satisfactory completion and readiness of the project for occupancy. Engineers Signature: �,�SN OF MA�is Steven .Ka ,PE god` STEVEN A.9pyN Building Engineering Resources, Inc. KARAN T, MECHANICAL H No.34989 Q/sr �SN Subscribed and Sworn to before me S/ONAL E� 2015 this th Day of December , In arch 21,2019 ac uelln ee es of ry My'Commission Expiries Norfolk Country, State of Massachusetts JACQUELINE LEE HUGHES NOTARY PUBLIC CW0WEAI.TM OF WSSACHUSETTS My Comm.Expires Mar.21,2019 i • CONSTRUCTION AFFIDAVIT Project Name:. Ethan Allen-Southwind Plaza 990 Lyannough Road(Route 132)&65 Independence Drive, Project Location: Hyannis, MA Scope of Project: New 8,000 SF Fit Up For an Ethan Allen Retail Store Architects Project Number: 1562 Date: 12/1S/2015 In accordance with Section 107.6 Construction Control of the 8t" Edition of the Massachusetts State Building Code, I, Steven A. Karan, PE, Massachusetts Registration No.: 34989, being a registered professional Engineer hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: ❑ ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL ❑ MECHANICAL (X) FIRE PROTECTION ❑' ELECTRICAL ❑ PLUMBING ❑ OTHER 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 and all applicable Architectural and Engineering .practices for the proposed project. l further certify that I shall perform'the necessary professional services and be (or have been) present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 107.6.2.2 Construction: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals that are. submitted by the Contractor in accordance with-the requirements of the construction documents. 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. Pursuant to Section 107.6.2.2 Construction, I shall submit progress reports together with pertinent comments to the Building Official. Upon completion of the work, I shall submit a final report and punch list (if applicable) as to the satisfactory completion and readiness of the project for occupancy. Engineers.Signature: a "Of MAss9c Steven A.K ran,PE �o y Building E ineering Resources, Inc. S7EVE N A. G g KARAIV N^, u MECMANiCAL Z4 Subscribed and Sworn to before me this 5th Day of December ,2015 March 21,2019 cq line Lee ug - o Public My Commission Expiries Norfolk Country, State of Massachusetts JACQUELINE LEE HUGH NOTARY PUBLIC COMMONWEALTH OF MASSACHUSETTS G My Comm.Expires Mar.210 2019 Ae COMCheck Software Version 4.0.2.2 Mechanical Compliance Certificate Project Information Energy Code: 2012 IECC Project Title: Ethan Allen Location: Hyannis, Massachusetts Climate Zone: .5a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 990 lyannough Rd. Building Engineering Resources, Hyannis, MA, MA Inc. 66 Main Street Additional Efficiency Package North Easton, MA 02356 Unspecified Mechanical Systems List Quantity System Type& Description 1 RTU-1,2,3&4(Single Zone): Heating: 1 each-Other,Gas,Capacity=150 kBtu/h No minimum efficiency requirement applies Cooling: 1 each-Single Package DX Unit,Capacity=69 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency= 12.60 EER, Required Efficiency= 11.00 EER Fan System: RTU's I RTU's--Compliance(Motor nameplate HP method) Passes Fans: FAN 1 Supply,Constant Volume,2400 CFM, 1.0 motor nameplate hp Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans,. specifications, and other calculations submitted with this permit application;The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.2.2 and to comply with the mandatory requirements iisted in the Inspection Checklist. Name-Title Signature �— Date Project Title: Ethan Allen Report dater 12/15/15 Data filename: Untitled.cck Page 1 of 8 COMcheck-Software Version 4.0.2.2 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressee directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the.user certifies that a code requirement will be met and how that is documented, or that an exception ; is being claimed. Where compliance is itemized in a separate table, a.reference to,that table is provided. ,Section # Plan Review mplies m m Co Coments/Assuptions & Re' q.ID C103.2 Plans, specifications, and/or ![]Complies I(PR2]1 calculations provide all information ❑Does Not ?with which compliance can be I IF-]Not Observable :determined for the mechanical systems and equipment and ❑Not Applicable' ;document where exceptions to the .standard are claimed. Load calculations per acceptable .engineering standards and ` handbooks. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 I Medium Impact (Tier 2) i 3 Low Impact (Tier 3) Project Title: Ethan Allen Report date: 1.2/15/15 Data filename: Untitled.cck Page 2 of 8 Section # Footing/ Foundation Inspection Complies Comments/Assumptions & Re.q.11) C403.2.4. ;Freeze protection and snow/ice 'OComplies ; 5 melting system sensors for future 'EJDoes Not [FO9]3 connection to controls. ; Not Observable' LINot Applicable Additional Comments/Assumptions: r • F 1 High Impact(Tier 1) Medium Impact (Tier 2) 3 Low Impact (Tier 3) ---_- -- p - -- _ p Project Title: Ethan Allen Report date: 12/15/15 Data filename: Untitled.cck Page 3 of 8 Section # Mechanical Rough In Inspection Complies Comments/Assumptlions & Req.ID _ . _ C403.2.3 'HVAC equipment efficiency verified. I❑Complies ;See the Mechanical systems list for values. [ME55]2 j❑Does Not ❑Not Observable ❑Not Applicable C403,2.5. Demand control ventilation provided ;❑Complies 1 for spaces >500 sq.ft. and >25 ❑Does Not [ME59]1 people/1000 sq.ft. occupant density and served by systems with air side [_]Not Observable economizer, auto modulating outside ❑Not Applicable air damper control, or design airflow >3,000 cfm. C403.27 ;HVAC ducts and plenums insulated. ❑Complies [ME60]2 .;Where ducts or plenums are installed :❑Does Not in or under a slab,verification may need to occur during Foundation ❑Not Observable :Inspection. ❑Not Applicable C403.2:8. ;Piping Insulation exposed to weather ❑Complies 1 :is protected from damage (due to sun, ;❑Does Not [ME7]3 ;moisture, wind, etc.). ❑Not Observable ;❑Not Applicable C403.2.8 ;Thermally ineffective panel surfaces of ❑Complies [ME41]3 sensible heating panels have ❑Does Not ;insulation >= R-3.5. ❑Not Observable; t❑Not Applicable C403.2..7 Ducts and plenums sealed based on ;❑Complies [ME10]? , ;static pressure and location. �❑Does Not ❑Not Observable ;❑Not Applicable C403.2.7. ;Ductwork operating >3 in. water ❑Complies 1.3. column requires air leakage testing. ❑Does Not [ME11]3 ;❑Not Observable ❑Not Applicable C403.3.1, 'Air economizers provided where ❑Complies C403.3.1. -required, meet the requirements for ❑Does Not 1 design capacity, control signal, [ME62]1 ventilation controls, high-limit shut-off,j❑Not Observable integrated economizer control, and ;[)Not Applicable =provide a means to relieve excess ;outside air during operation. C408.2.2. 'Air outlets and zone terminal devices ❑Complies 1 have means for air balancing. ❑Does Not [ME53]3 ;❑Not Observable ❑Not Applicable j C403 4.2 ;'VAV fan motors >=7.5 hp to be driven ❑Complies [ME66)2 < by variable speed drive, have a vane- ❑Does Not `;axial fan with variable pitch blades, or have controls to limit fan motor []Not Observable demand. j01\lot Applicable C403.2.6 ;Exhaust air energy recovery on ❑Complies [ME57]1 systems meeting Table.C403.2.6 ❑Does Not ❑Not Observable i ❑Not Applicable C403.2.11 Unenclosed spaces that are heated ;DComplies [ME71]2 use only radiant heat. ❑Does Not ❑Not Observable ;❑Not Applicable 1 I High Impact (Tier 1). 12 I Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title Ethan Allen Report date: 12/15/15 Data filename: Untitled.cck Page 4 of 8 Additional Comments/Assumptions: 1 ;High Impact (Tier 1) 2 'Medium Impact (Tier 2) 3 (Low Impact (Tier 3) Project Title: Ethan Allen Report date: 12/15/15 Data filename: Untitled.cck Page 5 of 8 Section41 # Final Inspection Complies Comments/Assumptions .. & Req.ID C403.2.4..I Heating and cooling to each zone is.•. - .❑Complies l 1 controlled by a thermostat control. ❑Does Not [F147]3 Minimum one humidity control device ;per installed ❑Not Observable (humidification/dehumidification '❑Not,Applicable isystem. C403.2.4. ;Thermostatic controls have a 5 °F ❑Complies 2 :deadband. ❑Does Not [FI38]3 '❑Not Observable l❑Not Applicable C403.2.4. ;Temperature controls have setpoint "E]Complies 2 toverlap restrictions. , ❑Does Not [F120]3 i❑Not Observable, ;❑Not Applicable C403.2.4._ Each zone equipped with setback ;❑Complies 3 ;controls using automatic time clock or ❑Does Not [F139]3 programmable control system. ❑Not Observable' ❑Not Applicable C403.2.4. ;Automatic Controls: Setback to 55°F ;❑Complies 3 :(heat) and 85°F (cool); 7-day clock, 2- ❑Does Not [F140]3 hour occupant override, 10-hour ;backup f❑Not Observable: ❑Not Applicable C403.2.4. Systems include optimum start ❑Complies 3.3 -controls. ❑Does Not [F141]3 ❑Not Observable I ❑Not Applicable j C408.2.5. 'Furni hes HVAC as-built drawings ❑Complies I 1 :'submitted within 90 days of system ❑Does Not - [FI7]3 ;acceptance. : ❑Not Observable! ❑Not Applicable C303.3, ',Furnished 0&M manuals for HVAC ;❑Complies C408.2.5; systems within 90 days of system bDoes Not 3• ;acceptance. [Fls]3 '❑Not Observable; ❑Not Applicable C408.2.5, :An air and/or hydronic system '❑Complies 3 balancing report is provided for HVAC ❑Does Not' [F143]1 ;systems. ❑Not Observable ❑Not Applicable C408.2.3. :HVAC control systems have been ❑Complies 2 'tested to ensure proper operation, ❑Does Not [FI10]1 :calibration and adjustment of controls. IF-]Not Observable; ❑Not Applicable j C403.2.2 HVAC systems and equipment '❑Complies [F127]3 capacity does not exceed calculated ;EDoes Not loads. -❑Not Observable ❑Not Applicable C408.2.1 .:Commissioning plan developed by ❑Complies , [F128]1 `registered design professional or ❑Does Not. approved agency. ;❑Not Observable'r ❑Not Applicable 1 High Impact(Tier 1) C 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Titie: Ethan Allen Report date: 12/15/15 Data filename: Untitled.cck Page 6 of 8 Section # Final Inspection Complies Comments/Assumptions & Req.ID C408.2.4 !Preliminary commissioning report ;❑Complies [FI29)1 completed and certified by registered '❑Does Not design professional or approved agency. ' Not Observable ;❑Not Applicable C408.2.5. Final commissioning report due to ;❑Complies 4 building owner within 90 days of �t❑Does Not (F130]1 receipt of certificate of occupancy. ❑Not Observable'. _ ❑Not Applicable C408.2.3. .HVAC equipment has been tested to '❑Complies 1 ensure proper operation. ❑Does Not [F131)1 ❑Not Observable i _ ❑Not Applicable . C408.2.3. 'Economizers have been tested to ❑Complies 3 ensure proper operation. ❑Does Not [FI32]1 �- - _ inNot Observable; ❑Not Applicable' Additional Comments/Assumptions: 1�High Impact (Tier 1) 2^Medium Impact (Tier 2) 3 Low Impact (Tier 3) 1 Project Title: Ethan Allen Report date: 12/15/15 Data filename: Untitled.cck Page 7 of 8 Project Title: Ethan Allen Report date: 12/15/15 Data filename: Untitled.cck Page 8 of 8 COMcheck Software Version 4.0.2.2 Interior Lighting Compliance Certificate Project Information Energy Code: 2012 IECC Project Title: Ethan Allen Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 990 lyannough Rd. Allevato Architects, Inc. Hyannis, MA 31 Hayward St. Franklin, MA Additional Efficiency Package Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Wafts (ft2) Watts/ft2 (B X C) 1-Retail 8000 1 .30 10400 Total Allowed Watts= 10400 Proposed Interior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp I Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Retail Track lighting 1:TRACK: Wattage based on current limiting device capacity 0 0 8160 5040 LED 1:PP:Other: 1 11 3 Exempts Exemption:Lighting Integral to Equipment LED 2:SM:LED MR 7W: 1 8 7 Exempt Exemption:Lighting Integral to Equipment LED 3:DL:LED PAR 10W: 1 65 10 650 LED 4:2X4:LED Panel 40W: 1 5 40 200 LED 5:2X2:Other: 1 6 32 192 LED 6:4FSL:Other: 1 7 44 308 LED 7:PS;Other: 4 5 56 280 Incandescent 1:CJB:Incandescent 40W: 5 2 200 Exempt Exemption:Lighting Sales or Education Incandescent 2:CJB:Incandescent 60W: 1 12 60 Exempt Exemption:Lighting Sales or Education Incandescent 3:CJB:Incandescent 40W: 1 1 40 Exempt Exemption:Lighting Sales or Education Incandescent 4:CJB:Incandescent 40W: 6 5 240 Exempt Exemption:Lighting Sales or Education Incandescent 5:CJB:Incandescent 60W: 6 1 360 Exempt Exemption:Lighting Sales or Education Incandescent 6:CJB:Incandescent 60W: 6 1 360 Exempt Exemption:Lighting Sales or Education Incandescent 7:CJB:Incandescent 60W: 6 1 360 Exempt Project Title: Ethan Allen Report date: 12/15/15 Data filename: P:\2015_AII projects\15144 Ethan Allen Fitup Southwind Plaza\Drawings\Elec\15144- Page 1 of 7 EthanAllen.cck F A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Exemption:Lighting Sales or Education Incandescent 8:CJB: Incandescent 40W: 4 2 160 Exempt Exemption:Lighting Sales or Education Total Proposed Watts= 6670 Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0. d to comply with the mandatory requirements listed in the Inspection Checklist. Marc R. Plante, PE //S Name-Title "Signature Date Project Title: Ethan Allen Report date: 12/15/15 Data filename: P:\2015—All projects\15144 Ethan Allen Fitup Southwind Plaza\Drawings\Elec\15144- Page 2 of 7 _ ti EthanAllen.cck COMcheck Software Version 4.0.2.2 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions., & Req.ID C103.2 ;Plans, specifications, and/or ;❑Complies [PR4]1 calculations provide all information ;❑Does Not ;with which compliance can be determined for the interior lighting :nNot Observable and electrical systems and equipment �01\lot Applicable ;and document where exceptions to ;the standard are claimed. Information ; provided should include interior lighting power calculations, wattage of ;bulbs and ballasts,transformers and ,control devices. C406 ;Plans, specifications, and/or ;❑Complies [PR9]1 :calculations provide all information :❑Does Not ;with which compliance can be determined for the additional energy :❑Not Observable efficiency package options. ;❑Not Applicable Additional Comments/Assumptions: 1'J High Impact(Tier 1) 2-p.,,.,J Medium Impact(Tier 2) 3`Low Impact(Tier 3) Project Title: Ethan Allen Report date: 12/15/15 Data filename: P:\2015_All projects\15144 Ethan Allen Fitup southwind Plaza\Drawings\Elec\15144- Page 3 of 7 EthanAllen.cck Section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Recl.ID C405.2.2. iAutomatic controls to shut off all ;❑Complies 1 building lighting installed in all j❑Does Not [EL22]2 $buildings. ❑Not Observable: ` tlNot Applicable C405.2.1. !Independent lighting controls installed ;❑Complies 1 per approved lighting plans and all ❑Does Not [EL23]2 , ;manual controls readily accessible and; ;visible to occupants. ❑Not Observable ❑Not Applicable C405.2.1. :Lighting controls installed to uniformly ❑Complies 2 :reduce the lighting load by at least j❑Does Not [EL1511 :50%. ;❑Not Observable ❑Not Applicable C405.2.2. I Daylight zones provided with ;❑Complies 3; J.individual controls that control the UDoes Not [EL16]2 vIights independent of general area ❑Not Observable; j lighting. 7 :ONot Applicable C405.2.3 ;Sleeping units have at least one ❑Complies [EL17]3 master switch at the main entry door ❑Does Not ' ;that controls wired luminaires and ;switched receptacles. ;❑Not Observable ❑Not Applicable C405.2.2. ;Occupancy sensors installed in ;❑Complies 2 :required spaces. j❑Does Not [EL18]1 ;❑Not Observable: ❑Not Applicable C405.2.2. ;Primary sidelighted areas are ;❑Complies 3 :equipped with required lighting 1ODoes Not [EL20]1 controls. ;❑Not Observable; j❑Not Applicable C405.2.2. Enclosed spaces with daylight area i0complies 3 :under skylights and rooftop monitors j❑Does Not - [EL21]1 ;are equipped with required lighting controls. ;❑Not Observable; ❑Not Applicable C405.2.3 ;Separate lighting control devices for ❑Complies [EL4]1 :specific uses installed per approved UDoes Not ;lighting plans. ;❑Not Observable; j❑Not Applicable C405.3 ;Fluorescent luminaires with odd ❑Complies [EL19]3 numbered lamp configurations that ;❑Does Not are within 10 feet center to center(if recess mounted)or are within 1 foot ❑Not Observable: edge to edge(if pendant or surface :❑Not Applicable mounted)shall be tandem wired. C405.4 :Exit signs do not exceed 5 watts per ;❑Complies [EL611 :face. UDoes Not' ❑Not Observable j❑Not Applicable C405.2.3 ;Additional interior lighting power ;❑Complies [EL8]1 allowed for special functions per the Zboes Not j approved lighting plans and is ;automatically controlled and ❑Not Observable separated from general lighting. I❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ;2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Ethan Allen Report date: 12/15/15 Data filename: P:\2015_AII projects\15144 Ethan Allen Fitup Southwind Plaza\Drawings\Elec\15144- Page 4 of 7 EthanAllen.cck . { 1 High Impact(Tier 1) 2-Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Ethan Allen Report date: 12/15/15 Data filename: P:\2015_AII projects\15144 Ethan Allen Fitup Southwind Plaza\Drawings\Elec\15144- Page 5 of 7 EthanAllen.cck Section # Final Inspection Complies? Comments/Assumptions & Req.ID C408.2.5. ;,Furnished as-built drawings for ;❑complies 1 electric power systems within 30 days ❑Does Not [F116]3 ;of system acceptance. ❑Not Observable ❑Not Applicable C303.3, Furnished 0&M instructions for ;❑Complies - C408.2.5. systems and equipment to the ;❑Does Not 2 building owner or designated [F117]3 ;representative. flNot Observable: ❑Not Applicable C405.5.2 ;Interior installed lamp and fixture ;❑Complies See the Interior Lighting fixture schedule for values. [FI18]1 lighting power is consistent with what :❑Does Not ;is shown on the approved lighting plans, demonstrating proposed watts ;❑Not Observable are less than or equal to allowed ,❑Not Applicable watts. C408.3 ;Lighting systems have been tested to ;❑Complies [F133]1 ensure proper calibration, adjustment, :❑Does Not programming, and operation. ❑Not Observable ❑Not Applicable C406 ;Efficient HVAC performance, efficient ;❑Complies [F134]1 :lighting system, or on-site supply of ;[]Does Not :renewable energy consistent with what is shown the approved plans. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: r 1 High Impact(Tier,1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Ethan Allen Report date: 12/15/15 Data filename: P:\2015_All projects\15144 Ethan Allen Fitup Southwind Plaza\Drawings\Elec\151447 Page 6 of 7 EthanAllen:cck { Project Title: Ethan Allen Report date: 12/15/15 Data filename: P:\2015_All projects\15144 Ethan Allen Fitup Southwind Plaza\Drawings\Elec\15144- Page 7 of 7 EthanAllen.cck • . _ Fire Protection by Computer Design . N OF MA�90 STEVEN A.KAR titan. BER ENGINEERING, INC. c 66 MAIN STREET MECHANICAL No.34989 NORTH EASTON, MA 02356 �O Q 508 230-0260 STEP Fs �� Job Name `. Ethan Allen Office Area Hyannis MA Building Location System Contract Data File Ethan Allen Offices Area.WXF Computer Programs by Hydratec lnc. Route.111 " Windham N.H. USA 03087 Water Supply Curve (C) BER ENGINEERING, INC. Page 1 Ethan Allen Office Area- Hyannis MA Date 12-15-15 City Water Supply: C1 - Static Pressure 64 C2- Residual Pressure: 56 C2- Residual Flow :'964 150 D1 - Elevation 3.898 140 D2- System Flow 129.386 D2- System Pressure 25.520 130 Hose ( Adj City) e Hose ( Demand ) 100 P 120 D3- System Demand :-229.386 Safety Margin 37.918 R 110 E 100 S 90 . S 80 } U 70 R 60 40 30 , 20 3 10 100 200 300 400 500 600 - 700 -800 900 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary BER ENGINEERING, INC. Page 2 Ethan Allen Office Area- Hyannis MA Date 12-15-15 Fitting Legend Abbrev. Name _ 1/2 _34 1 11/4 11/2 2 _ 21/2 3,-- 31/2 _ 4 _ 5 6 _ 8 10 12 14 16 18 _20 24_ A Generic Alarm Valve 0 0 0 0 0 0 7.7 21.5 0 17 17 27 29 0 0 0 0 0 0 0 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Computer Programs by Hydratec Inc. .Route 1111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD BER ENGINEERING, INC. Page 3 Ethan Allen Office Area- Hyannis MA Date 12-15715 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. HEADS 0.0 10.9 na 101 9.0 5.6 10.41 na ,18.07 .10 100 7.0 102 9.0 5.6 9.9 na 17.62 .10 100 7.0 103 9.0 5.6 7.0 na 14.82 .10 100 7.0 104 9.0 5.6 7.18 na 15.01 .10 100 7.0 105 9.0 5.6 7.18 na 15.01 .10 100 7.0 106 9.0 5.6 7.28 na• 115.1 .10 100 7.0 107 9.0 5.6 7.5 na 15.33 .10 100 7.0 108 9.0 5.6 10.83 na 18.43 .10 100 7.0 MAINS 0.0 10.9 na TOR 18.0 11.03 na M1 18.0 10.87 na M2 18.0 10.81 na M3 18.0 10.77 na M4 18.0 10.75 na M5 18.0 10.73 na M16 18.0 10.72 na M6 18.0 10.71 na M7 18.0 10.71 na M9 18.0 10.2 na M10 18.0 10.2 na M11 18.0 10.19 na M12 18.0 10.2 " na ' M17 18.0- 10.21 na M13 18.0 10.21 na M14 18.0 10.22 - na BRANCHES 0.0 10.9 na. 201 18.0 7.7 na 202 18.0 7.13 na 203 18.0 3.92 na 204 18.0 4.12 na 205 18.0 4.13 na 206 18.0 4.23 na 207 18.0 4.47 na 208 18.0 8.16 na' 305 18.0 9.72 na M8 18.0 10.71 na 306 18.0 10.4 na M04 18.0 5.16 na 302 18.0 5.16 na 303 18.0 5.26 na 304 18.0 5.62 na M05 18.0 8.77 na 301 18.0 8.77 na SERVICE 0.0 10.9 na BOR 0.0 18.85 na . TEST 0.0 25.52 na 100.0 The maximum velocity is 7.2 and it occurs in the pipe between nodes 304 and M11 Computer Programs by Hydratec Inca Route 111 Windham N.H. USA 03087 Final Calculations - Standard BER ENGINEERING, INC. Page 4 Ethan Allen Office Area- Hyannis MA Date 12-15-15 Hyd. Qa Dia. Fitting Pipe Pt Pt - Ref. "C" or Ftng's Pe Pv "*'" Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 101, 18.07 1.049 1 E 2.0 9.000 10.412 K Factor=5.60 to 120 0.0 2.000 -3.898 201 18.07 0.1079 0.0 11.000 1.187 Vel 6.71 0.0 18.07 _ _ 7.701 K Factor= 6.51 102 17.62 1.049 1 E 2.0 9.000 9.898 K Factor=5.60 to 120 0.0 2.000 -3.898 202 17.62 0.1029 0.0 11.000 1.132 . Vel = 6.54 0.0 17.62 7.132 K Factor= 6.60 103 14.82 1.049 1 E 2.0 9.000 7.000 K Factor=5.60 to 120 0,0 2.000 ,. -3.898 203 14.82. 0.0747 0.0 -: 11.000 0.822 Vel = 5.50 0.0 14.82 3.924 K Factor= 7.48 104 15.01 1.049 1 E 2.0 9.000 7.180 K Factor= 5.60 to 120 0:0 2.000 -3.898 204 15.01 0.0765 0.0 1'1.000 0.842 'Vel = 5.57 _ 0.0 15.01 4124 K Factor= 7.39 ' 105 15.01 1.049 1 E 2.0 9.060 7.184 K Factor=5.60 to 120 0.0 MO. -3.898 205 15.01 0.0765 0.0 . 11.000 0.842 Vel = 5.57 0.0 15.01 _ 4.128 K Factor= 7.39 106 15.11 1.049 1 E 2.0 9.000 7.277 K Factor=5.60 to 120 0.0 2.000 3.898 206 15.11 0.0775 0.0 1.1.000 0.852 - r Vel'= 5.61 0.0 15.11 4.231 K Factor= 7.35 107 15.33- 1.049. 1 E 2.0 9.000' 7.497 K Factor= 5.60' to 120 0.0 2.000 -3.898 207 ' 15.33 0.0796 0.0 11.000 0.876 Vel = 5.69 0.0 15.33 4.475 K Factor= 7.25 108--- 18.43. 1.049 1 E 2.0 0.000 10.827 K Factor=5.60 to 120- 0.0 2.000 -3.898 208 18.43 0.1118 0.0 11.000 1.230 Vel.= 6.84 0.0 _. _18.43 _ 8:159 K-Factor= 6.45 'TOR -129.39 4.26 1E 13.167 22.500 11.032 - to 120 0.0 13.167 0.0 M1 129.39 -0.0045 _ 0.0 35.667 -0.160 Vel.= 2.91 M1 0.0 4.26 1 E 13.167 1.000 10.872 to 1 2or 0.0 13:167 0.0 M2 -129.39 -0.0044 '0.0 14.167 -0.063 Vel= 2.01 M2 21.24 4.26 0.0 12.000 10,809 to 120 0.0 0.0 : '0.0 M3 -108.15 -0.0032 0.0 12.000 -0.038 Vel = 2.43 Computer Programs by Hydratec Inc.. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BER ENGINEERING, INC. Page 5 Ethan Allen Office Area- Hyannis MA Date 12-15-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "***** Notes Point Qt Pf/UL Eqv. Ln. Total' Pf Pn M3 32.31 4.26 0.0 12.000 10.771 to 120 0.0 0.0 0.0 M4 -75.84 -0.0017 0.0 12.000` - -0.020 _ Vel 1.71 M4 0.0 4.26 0.0 12.000 10.751 to 120 0.0 0.0 0.0 - .M5 -75.84 -0.0017 0.0 12.000 -0.020 Vel = 1.71 M5 0.0 4.26 0.0 7.500' 10.731 ` to 120 0.0 0:0 0.0 L M16 -75.84 -0.0017 0.0 7.500 ' : -0.013 _ Vel = 1.71 M 16 19.22 4.26 0.0 4.500- 10.718 to 120 0.0 0.0 0.0 M6 -56.62 0.0009 0.0 4.500 =0.004 Vel = 1.27 M6 19.05 4.26 0.0 12.000 10.714 to 120 0.0 0.0 0.0 M7 -37.57 -0.0005 0.0 12.000 _0.006 Vel = 0.85 M7 18.81 4.26 0.0 12.000 10.708 to 120 0.0. 0.0 0.0 M8 -18.76 -0.0001 0.0 12.000 -0:001 Vel = 0.42 0.0 -18.76 _ 10.707 K Factor= -5.73 M9 -21.23 4.26 0.0 12.000 10.197 to 120 0.0 .0.0 0.0 - M10 -21.23 -0.0002 0.0 12.000 0.002 Vel = 0.48 M10 -13.89 4.26 - 0'0 12.000 10.195 to 120 0.0 0.0 0.0 M11 -35.12 -0.0004� 0.0 12.000' -0.005 Vel = 0.19 Mil 75.27 4.26 0.0' 12.000 10.190 to 120 0.0 0.0 0.0 M12 40.15 0.0006 0.0 12.000 0.007 Vel = 0.90 M 12 35.69 4.26 0.0 7.500 10:197 to 120 0.0 0.0 0.0 M17 75.84 0.0016 0.0 7.500 0.012 Vel = 1.71 M17 -19.22 4.26. 0.0 4.500 10.209 to 120 0.0 0.0 0.0 M13 56.62 0.0009 0.0 4.500 0.004 Vel = 1.27 M13 -19.65 4.26 0.0 12.000 10.213 . to 120 0.0 0.0 0.0 M14 37.57 0.0005 0.0 _ 12.000 _ 0.006 Vel = 0.85 M14 -18.81 4.26 0.0 12.000 10.219 to 120 0.0 0.0 7.796 M15 18.76 0.0001 0.0 12.000 0.001 Vel = 0.42 -- 0.0 18.76 18.016 K Factor 4.42 201 18.07 1.049 2E 4.0 0.900 7.701 . to 120 1 T 5.0 9:000 - 0.0 301 _ 18.07 0.1078 0.0 9.900 1.067 Vel = 6.71 0.0 18.07 8.768 K Factor= 6.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard BER ENGINEERING, INC. Page 6 Ethan Allen Office Area- Hyannis MA Date 12-15-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ,*""'" Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 202 17.62 1.049 2E 4.0 6.900 7.132 to 120 1 T 5.0 9.000. 0.0 301 17.62 0.1029 0.0 15.900 1.636 Vel= 6.54 0.0 17.62. 8.768 K Factor= 5.96 203 14.82 1.049 ,2E 4.0 7.500 3.924 to 120 1 T 5.0 9.000 0.0 , 302 14.82 0.0747 0.0 16:500 1.232 Vel = 5.50 0.0 14,82 5.156 K Factor= 6.53 204 15.01 1.049 2E 4.0 4.500 4.124 to 120 - 1T. 5.0 9.000 0.0 302 .15.01 0.0764 0.0 13.500 1.032 Vel = 5.57 0.0 15.01 5.156 K Factor= 6.61 205 15.01 1.049 2E 4.0 5.750 4.128 to 120 '1T 5.0 9.000 0.0 303 15.01 0.0765 0.0 14.750. 1.129 Vel = 5.57 0.0 15.01 5.257 K Factor= 6.55 206 15.11 1.049 2E 4.0 4.250 4.231 - to 120 1 T 5.0 9.000 0.0 303 15.11 0.0774 0.0 13.250 1.026 Vel = 5.61 0.0 _ 15.11 5.257 K Factor= 6.59 207 15.33 1.049 2E 4.0 - 5.400 4.475 to 120 1 T 5.0 9.000 0.0 304 15.33 0.0796 0.0 14.400 1.146 Vel•= 5.69 0.0 15.33 5.621 K Factor= 6.47 208 18.43 1.049 2E 4.0 5.000 8.159 to 120 1 T 5.0 9.000 0.0 305 18.43 0.1119 - 0.0 14.000 1.566 Vel = 6.84 305 0.0 1.049 1 T 5.0 1.000 9.725 to 120 0.0 5.000 0.6 306 18.43 0.1118 0.0 6.000 0.671 Vel = 6.84 0.0 18.43 10.396 K Factor= 5.72 M2 -21.23 2.067 2T 20.0 " 94.500 10.809 to 120 0.0 26.000 0.0 M9 -21.23 0.0053 0.0 114.500 -0.612 Vel = 2.03 0.0 -21.23 _ 10.197 K Factor= -6.65 M16 -19.22 -2.067 2T 20.0 94.500 10:718 to 120 0.0 20.000 0.0 M17 -19.22 -0.0044 0.0 114.500 -0.509 Vel = 1.84 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA.03087 Final Calculations Standard BER ENGINEERING, INC. Page 7 Ethan Allen Office Area- Hyannis MA Date 12-15-15 Hyd. Qa Dia. Fitting• Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '" """ Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn -19.22 10.209 K Factor:= -6.02 M6 -19.04 2.067 2T 20.0 94.500 10.714 . to 120 0.0 W, 20.000 . 0.0 M13 -19.04 -0.0044 0.0 114.500 -0.501 Vel = 1.82 0.0 -19.04 10.213 K Factor= =5.96 M7 -18.82 2.067 2T 20.0 94.500 10.708 . to 120 0.0 20.000 0.0 M14 -18.82 -0.0043 0.0 114.500 -0.489 Vel' 1.80 0.0 -18.82 10.219 K Factor'=. 5.89 M8 -18.76 2.067 2T 20.0. 94.500 10.707 . to 120 0.0 20.000 7.796 M15 -18.76 -0.0043 0.0 114.500 -0.487 Vel = 1.79 0.0 -i 8.76 :18.016 K Factor= -4.42 M3 -32.32 2.067 1 T 10.0 22.250 10.771 to 120 0.0 10.000 0.0 306 _ -32.32 0.0116 0.0 32.250 -0.375 Vel = 3.09 306 18.43 2.067 1 T 10.0 72.250 10.396 to 120 0.0 MOM- 0.0 M10 -13.89 -0.0024 0.0 82.250 -0.201 Vel = 1.33 0.0 -13.89 10.195 K Factor= -4.35 M04 0.0 2.067 1.T 10.0 2.250 5.156 to 120 0.0 10.000 0.0 302 0.0 0.0 -0.0 12.250 0.0 Vel =0 302 29.82 2.067 0.0 10.000 5.156, to 120 0.0 0.0 0.0 303 29.82 _ 0.0101 0.0 10.000 0.1.01 Vel = 2.85 303 30.12 2.067 0.0 10:000 5.257 to 120 0.0 0.0 0.0 304 59.94 0.0364 0.0 10.000 0.364- Vel = 5.73 304 15.33 2.067 1 T 10.0 72.250 5.621, to 120 0.0 10.000 0.0 M11 75.27 0.0556 0.0 82.250 4.569.: Vel = 7.20 0.0 75.27 10.190 K Factor= 23.58 _ M05 0.0 2.067 1 T 10.0 2.250 8.768 to 120 0.0 10.000 ., 0.0 301 0.0 0.0 0.0 12.250 0.0 Vel =0 301 35.69 2.067 1 T 10.0 92.250. .. 8.768 to 120 0.0 10.000 0.0 M12 35.69 0.0140 0.0 - 102.250 1.429 Vel = 3.41 0.0 35.69 10.197 ' K Factor= 11.18 TOR 129.39 6.357 1 E 17.603. 18000 .11.032 to 120 0.0 17.603 7.796, BOR 129.39 0.0006 0.0 35.603 0.022 Vel = 1.31 Computer Programs by Hydratec Inc. Route 11.1 Windham N.H. USA 03087 s t Final Calculations - Standard BER ENGINEERING, INC. Page 8 Ethan Allen Office Area- Hyannis MA Date 12-15-15 Hyd. Qa Dia. Fitting _ Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Tdtal Pf Pn BOR 0.0 6.357 )E 17.603 1000.000 1.8.850 to 120 1 A 33.948 51.551 6.000 _ *,Fixed loss= 6.000 TEST 129.39 0.0006 0.0 1051.551 0.670 _ Vel = '1.31 . 100.00 Qa= 100.00 229.39 25.520 - K Factor= 45.41 . Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BUILDING ENGINEERING RESOURCES, INC. Commonwealth of Massachusetts State Building Code 780 CMR, 81h Edition Chapter 9 Fire Protection Systems . 780 CMR 903.1.1 Narrative Report Project Name: Ethan Allen — Southwind Plaza BER Project Number: 15144 Date of Issue: December 15, 2015 @'jA Of A�9 �P�1N OF MAS 9 STEVE NA cyfi Prepared By:KARA o�� MA cyc�, AAECHANICAL y Chris Hoekstra—FP Engineer P NT 4989 �Q Dave Downs—FA Engineer EL o 3811 L ,cF 0 ENG\� 90 P� TS FSS/ON L E 66 Main Street North Easton,Massachusetts 02356 T 508.230.0260' F 508.230.0265 BER@BER-engineering.com 780 CMR 903.1.1 Narrative Report Project Name:Ethan Allen—Southwind Plaza/#15144 Date of Issue: December 15,2015 Page 1 780 CMR 903.1.1 — Narrative Report (La) BASIS—METHODOLOGY OF DESIGN Section 1 —Building Description A) Building "Use" Group: "M"—Mercantile B) Total Area of Building: 8,000 square feet C) Building Height: One Story-22'-6" D) Number of Floors Above Grade: One (1) story E) Number of Floors Below Grade: Zero (0) F) Square Footage per Floor: 8,000 square feet G) Type(s) of Occupancies (Hazards)within the Building: "M" - Mercantile H) Type(s) of Construction: IIB r 1) Hazardous Material Usage and Storage: None J) High Storage (over 12 feet) of Commodities within Building: K) Site Access Arrangement for Emergency Response Vehicles: Truck access via R132 fire hydrant located at northwest corner of building: Fire Department connection located at east/west corner of building. Note: All Section 1 input is in-accordance with the architectural design. BER is not responsible for the classification of the structure or the associated architectural design. Section 2—Applicable Laws, Regulations and Standards A) 780 CMR Massachusetts State Building Code—8th Edition. B) Applicable NFPA Standards and Edition used for design of each specific Fire Protection System (unless otherwise indicated, shall be the latest Codes and standards accepted by The Commonwealth of Massachusetts). 66 Main Street North Easton,Massachusetts 02356 T 508:230.0260 F 508.230.0265 BER@BER-engineering.corn 780 CMR 903.1.1 Narrative Report Project Name: Ethan Allen—Southwind Plaza/#15144 Date of Issue: December 15,2015 Page 2 1. NFPA 1 —"Uniform Fire Code" 2. NFPA 10 —"Portable Fire Extinguishers" 3. NFPA 13 —"Installation of Sprinkler Systems" 4. NFPA 25 —"Inspection and Testing of Water Based Fire Protection Systems" 5. NFPA 54 —"National Fuel Gas Code" 6. NFPA 70 —"National Electrical Code" 7. NFPA 72 —"National Fire Alarm Code' 8. NFPA 90A —"Installation of Air Conditioning and Ventilation Systems" C) Massachusetts General Law Chapter 148 "Fire Prevention" D) Hyannis Fire Department Fire Alarm Order 93-1; local bylaws and ordinances E) 521 CMR"Architectural Access Board" F) 527 CMR"Board of Fire Prevention Regulations" including 527 CMR Ch 12 "MA Electric Code" G) ADA (Americans with Disabilities Act) H) Federal Laws I) OSHA J) ASTM E 84—Test Methods for Surface Burning Characteristics of Building Materials K) ASTM E 119—Test Methods for Fire Tests of Building Construction and Materials Section 3 —Design Responsibility for Fire Protection Systems A) Building Engineering Resources (BER), Professional Engineers,has fully engineered, designed (complete layout and calculations) and specified the Fire Protection Systems to be installed. BER will review the Installing Contractor's shop drawings. The PE is considered the engineer of record and'certifies system installation for Code compliance at completion. B) The Hyannis Fire Department shall review and approve final shop drawings before installation for Code compliance at completion. 66 Main Street North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com 780 CMR 903.1.1 Narrative Report Project Name: Ethan Allen—Southwind Plaza/#15144 Date of Issue: December 15,2015 Page 3 Section 4—Fire Protection Systems To Be Installed FIRE SUPPRESSION A) The Fire Suppression System water service is fed from a 6" tap from an existing 10" service main. There is one main 6" double check valve assembly at the fire services entrance into the building. The latest flow test data available from date and source is 64.PSI static with 56 PSI residual while flowing 964 GPM. 1. Fire Department inlet connections are be provided at northwest corner of the building for boosting pressure to the entire system. Each location is located within 100 feet of a hydrant and is equipped with check valves and ball drips. Nameplate on the fire department connection shall be labeled"AUTO SPKLR STANDPIPE". B) Sprinkler Systems shall provide 100% coverage and in general be as follows: 1. Offices, open areas,,conference rooms, lobbies, toilet rooms, and similar occupancies shall meet the requirements of Light Hazard Occupancy with a density of 0.10 GPM per square feet over the hydraulically most remote 1,500 square feet. 2. Sales floor, general storage rooms and similar occupancies shall meet the requirements of Ordinary Hazard Group 2 Occupancy with a density of 0.20 GPM per square feet over the hydraulically most remote 1,500 square feet. FIRE ALARM A) An addressable Fire Alarm System shall be provided for initiation device monitoring and evacuation signal initiation. The fire alarm control panel shall obtain backup power via internal batteries with 60 hours of capacity. 1. Initiation Devices shall include: a. Manual pull stations shall be provided at each egress and upper floor. b. Sprinkler flow and tamper switches. c. Smoke and heat detectors located in accordance with NFPA requirements. Detectors shall be analog addressable to provide means of alarm verification and define maintenance cycles. d. Analog addressable duct.smoke detectors located in accordance with NFPA requirements. Provide addressable.control modules for interface with the HVAC equipment for automated shutdown. e. The building shall be provided with 100% smoke detector coverage for the egress paths (corridors and stairwells). 66 Main Street North Easton,Massachusetts 02356 T 508,230.0260 F 508.230.0265 BER@BER-engineering.com 780 CMR 903.1.1 Narrative Report Project Name:Ethan Allen—Southwind Plaza/#15144 Date of Issue:December 15,2015 Page 4 2. Alarm notification shall be via horn/strobe units in compliance with ADA requirements for strobe illumination levels. Strobe shall be synchronized. 3. Wiring methods for all fire alarm initiation and notification circuits shall be Type MC where concealed and EMT where exposed interior. MC shall be listed for fire alarm service and identified as fire alarm service by red spray and painted couplings and junction box covers. B) Fire Department notification shall be via digital dialer. A signal shall be forwarded to . Security for both system trouble and alarm. Section 5 —Features Used in the Design Methodology A) Building occupant notification is automatic via horn/strobe units installed in accordance with NFPA and ADA requirements. All evacuation zones shall be simultaneously notified. B) Future fire alarm testing, maintenance of-systems and documentation shall be per NFPA-72. The Electrical Contractor shall provide a one-year maintenance contract on the Fire Alarm System for the duration of the warranty period. The Contractor shall provide Code-mandated testing and documentation on a quarterly basis as required by written regulation in NFPA-72. Section 6—Special Consideration and Description A) This project does not deviate from the prescriptive Code requirements included in the referenced Laws, Regulations or Standards. (Lb) SEQUENCE OF OPERATION Section 1 FIRE SUPPRESSION A) Wet Pipe Sprinkler System: Heat produced from a fire melts the fusible link or glass bulb on a single sprinkler head or group of sprinkler heads causing the sprinkler(s)to open. 1. Fusible links are rated as follows: a. Quick Response Heads: 135°F b. Standard Response Heads: 165°F c. Intermediate Response Heads: 212°F 66 Main Street North Easton,Massachusetts 02356 ( T 508.230.0260 F 508.230.0265 BER@BER-engineering.com s 780 CMR 903.1.1 Narrative Report Project Name: Ethan Allen—Southwind Plaza/#15144 Date of Issue:December 15,2015 Page 5 Water from the water filled pipe is discharged immediately from the sprinkler head(s)to control the fire. The fire department may connect to the fire department connection(s) and pump additional water to supplement the system. Sprinkler System water flow alarms activate upon system flow and indicate to the fire alarm control panel an alarm condition. The sprinkler(s) continue to flow water until manually shut off. FIRE ALARM A) The operation of a manual station or activation of any automatic alarm initiating device (smoke, heat, water flow shall automatically: 1. Sound all audible devices throughout the building in a synchronized Code 3 temporal pattern. 2. Flash all visual signals throughout the building in a synchronized fashion. 3. Flash an alarm LED and sound an audible signal at the fire alarm control panel. Upon Acknowledge, the alarm LED shall light steadily and the audible shall silence. Subsequent alarms shall re-initiate this sequence. 4. Initiate the transmission of an alarm to the Municipal Fire Station via the auto dialer. 5. Visually indicate the alarm initiating device type and location.via the LCD displays located at the fire alarm control panel. s 6. Visually annunciate on all system annunciators the initiating device type and location. 7. Activate the outside weatherproof beacon. 8. Record the alarm in the event history log, and print a record of the alarm on the system printer where applicable. 9. Activate prioritized output relays to shut down affected supply and return air handlers. 66 Main Street North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 ( BER@BER-engineering.com 780 CMR 903.1;1 Narrative Report Project Name: Ethan Allen—Southwind Plaza/#15144 Date of Issue:December 15,2015 Page 6 B) The operation of a sprinkler tamper, a duct smoke detector shall automatically:, 1. Flash a supervisory LED and sound an audible signal at the fire alarm control panel. Upon Acknowledge, the supervisory LED shall light steadily and the audible shall silence. Subsequent supervisory shall re-initiate this sequence. 2. Visually indicate the supervisory initiating device type and location via the LCD display located at the fire alarm control panel. C) The report of a power failure, ground fault or open circuit shall automatically: 1. Flash a supervisory LED and sound an audible signal at the fire alarm control panel. Upon Acknowledgement,the trouble LED shall light steadily and the audible shall silence. Subsequent trouble shall re-initiate this sequence. 2. Visually indicate the supervisory initiating device type and location via the LCD display located at the fire alarm control panel.` D) All major equipment added shall be identified with signage indicating location and unique. operational and design features readily apparent and or delineated with additional signage affixed adjacent to the equipment. E) Activation of single station smoke detector shall sound integral alarm signal only and shall not be connected to control panel. (1.0 TESTING CRITERIA Section 1 —Testing Criteria FIRE SUPPRESSION A) Final Acceptance Test 1. The Contractor shall notify the Owner's Representative a minimum of five (5)business days before the Final Acceptance tests are to be conducted to allow scheduling of observation'if desired. 2. The Contractor shall notify the Authority Having Jurisdiction a minimum of five (5) business days before the Final Acceptance tests are to be conducted to allow scheduling of observation if desired. 66 Main Street North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER a BER-engineering.com f 780 CMR 903.LI Narrative Report Project Name:Ethan Allen—Southwind Plaza/915144 Date of Issue: December 15,2015 Page 7 3. The Fire Suppression System and associated equipment shall be tested in accordance with NFPA 13, and provisions of 780 CMR. 4. The testing shall include but shall not be limited to the following: a. Receipt of complete and signed Contractor's material and test certificates b. Hydrostatic testing of all interior piping to 200 psi shall be conducted,which shall be maintained for two (2) hours without pressure loss. Pressure gauge shall be installed at the low elevation point in the system. c. The backflow preventor assembly shall be forward flow tested to ensure proper operation at maximum system demand. d. Flow test each water flow device and associated alarm interconnection to ensure an audible alarm is initiated within 90 seconds of flow initiation and continues until flow stops. e. The main drain valves shall be opened and remain open until the system pressure stabilizes. Static and residual pressures shall be recorded on the Contractor's test certificate. 5. A written report shall be submitted detailing the results-of all final testing including: a. A copy of fire alarm control panel printer output verifying proper operation of each device in alarm or trouble,time stamped throughout the testing process. b. Final System Acceptance in accordance with NFPA-72 and BER Engineers project requirements shall be formally documented utilizing a form similar to "Record of Completion" as included in Figure 4.5.2.1 of NFPA-72. FIRE ALARM A) Preliminary Tests 1. The Contractor shall notify the Owner's Representative 10 business.days before the preliminary tests are to be conducted. 2. The Fire Alarm System and associated equipment shall be tested in accordance with NFPA 13 and 72, and provisions of 780 CMR. 3. The Contractor shall perform insulation testing (megger), continuity and loop resistance checks on all system conductors to determine that the system is free from grounded, shorted, or open circuits. These tests shall be conducted prior to the installation of fire alarm equipment. Loop resistance measurement shall verify that the loop resistance does not exceed the Manufacturer's specified limits. Corrections shall be made and the system shall be retested to assure if deficiencies are found. 66 Main Street I North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com 780 CMR 903.1.1 Narrative Report Project Name: Ethan Allen—Southwind'Plaza/#15144 Date of Issue: December 15,2015 Page 8 4. The Contractor and Fire Alarm System Manufacturer shall perform complete functional and operational performance tests. Testing shall include verification that the circuits and components are electrically supervised and operate as intended. 5. A written report shall be submitted detailing the results of all preliminary.testing shall r accompany the request for final acceptance test. The written preliminary test report shall be submitted with: a. Copy of fire alarm control panel printer output verifying proper operation of each device in alarm or trouble, time stamped throughout the testing process.' b. The Operations and Maintenance Manual for the system. c. The record (As-built) drawings. B) Final Acceptance Test 1 The Contractor shall notify the Owner's Representative a minimum of five (5)business days before the final acceptance tests are to be conducted to allow scheduling of observation if desired. 2. The Contractor shall notify the Authority Having Jurisdiction a minimum of five (5) business days before the final acceptance tests are to be conducted to allow scheduling of observation if desired. 3. The Fire Alarm System, other systems and equipment associated with the Fire Alarm System and accessory equipment shall be tested in accordance with NFPA-72. The listed tests in NFPA-72 Table 14.3.1 shall be conducted as well as Manufacturer and job .specific procedures to verify that the circuits and components are electrically supervised and operate as intended. 4. The test shall include but shall not be limited to the following: a. Visual inspection of all wiring connections. b. Test of each function of the control panel. c. Test of each circuit in both trouble and normal modes. d. Tests of each alarm initiating device in both.normal and trouble conditions. Open the circuits at each alarm-initiating device to test the wiring supervisory feature. e. Tests of each control circuit and device. f. Tests of each alarm notification appliance, in both. Open the circuit as each notification appliance to test the wiring supervisory feature. g. Provide copy of fire alarm control panel printer output verifying proper operation (alarm, trouble, etc.) for each device with time stamp enabled throughout the testing process. h. Tests of the primary and secondary power supplies and associated loss of each. i. Complete operational tests under emergency power supply. j. Ground fault monitoring circuit function. k. Measurement of sound pressure levels in all rooms of the protected space. 66 Main Street North Easton,Massachusetts 02356 T 508.230.0260 F 508.230.0265 BER@BER-engineering.com 780 LNvIR 903.1.1 Narrative Report Project Name:Ethan Allen—Southwind Plaza/915144 Date of Issue: December 15,2015 Page 9 5. A written report shall be submitted detailing the results of all final testing including: a. Copy of fire alarm.control`panel printer output verifying proper operation of each device in alarm or trouble, time stamped throughout the testing process. b. Final system acceptance in accordance with NFPA-72 and Building Engineering Resources'project requirements shall be formally documented utilizing a form similar to "Record of Completion"as included in Figure 10.18.2.1.1 of NFPA-72. END OF NARRATIVE 1. { 66 Main Street North Easton,Massachusetts 02356 T 508.230.0260, F 508.230.0265 BER@BER-engineering.com COMcheck Software Version 4.0.2.2 Mechanical Compliance Certificate Project Information Energy Code: 2012 IECC Project Title: Ethan Allen Location: Hyannis, Massachusetts Climate Zone: 5a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 990 lyannough Rd. Building Engineering.Resources, Hyannis, MA, MA Inc. 66 Main Street Additional Efficiency Package North Easton, MA 02356 Unspecified Mechanical Systems List Quantity System Type& Description 1 RTU-1,2,3&4(Single Zone): Heating:1 each-Other,Gas,Capacity=150 kBtu/h No minimum efficiency requirement applies Cooling:1 each-Single Package DX Unit,Capacity=69 kBtu/h,Air-Cooled Condenser;Air Economizer Proposed Efficiency=12.60 EER,Required Efficiency=11.00 EER Fan System: RTU's I RTU's--Compliance(Motor nameplate HP method) :Passes Fans: FAN 1 Supply,Constant Volume,2400 CFM, 1.0 motor nameplate hp Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.2.2 and to comply with the mandatory requirements listed in the Inspection Checklist. ff S v J'�t✓1 c+ 1 �c� 1 Z G3` Name-Title Signature Date Project Title: Ethan Allen Report date: 12/15/15 Data filename: Untitled.cck Page 1 of 8 - _ I COMcheck Software Version 4.0.2.2 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table,-a reference to that table is provided. section # ! Plan Review Complies Comments/Assumptions & Req.FD C103.2 !Plans, specifications,and/or ;❑Complies [PR2]1 (calculations provide all information :❑Does Not with which compliance can be ;determined for the mechanical ❑Not Observable 11systems and equipment and ❑Not Applicable ;document where exceptions to the ;standard are claimed. Load calculations per acceptable ;engineering standards and 11handbooks. Additional Comments/Assumptions: r 1 High Impact(Tier 1) ;.2 Medium Impact(Tier 2) "3 Low Impact(Tier 3) Project Title: Ethan Allen Report date: 12/15/15 Data filename: Untitled.cck Page 2 of 8 section py.# Footing/ Foundation Inspection; Complies? y ! Comments/Assumpti;ons & Req.ID, _ , C ii� . ;Freeze protection and snow/ice ;❑Complies 5' melting system sensors for future :❑Does Not [F09]3 connection to controls. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: Ethan Allen Report date: 12/15/15 Data filename: Untitled.cck Page 3 of 8 Section` g # Mechanical Rough-ln Inspection; Complies Comments/Assumptions &"Req.ID: s_ C401'2.3 HVAC equipment efficiency verified. ;❑Complies ;See the Mechanical Systems list for values. [ME55]2 ;❑Does Not ;❑Not Observable ❑Not Applicable C403.2.5. !Demand control ventilation provided ;❑Complies 1 ;for spaces >500 sq.ft. and >25 :❑Does Not [ME59]1 people/1000 sq.ft. occupant density and served by systems with air side ❑Not Observable economizer, auto modulating outside ;❑Not Applicable air damper control, or design airflow >3,000 cfm. C403.207 HVAC ducts and plenums insulated. ;❑Complies [Mf60]2 Where ducts or plenums are installed :❑Does Not in or under a slab,verification may need to occur during Foundation ❑Not Observable Inspection. ;❑Not Applicable ; 'C403 2 8 Piping Insulation exposed to weather ;❑Complies 1 y is protected from damage(due to sun,I❑Does Not [ME7]3J moisture,wind, etc.). ,pNot Observable; ❑Not Applicable C403 2 8 `;Thermally ineffective panel surfaces of;❑Complies ; sensible heating panels have �❑Does Not insulation >= R-3.5. %; ;❑Not Observable: _ ;❑Not Applicable C403.2.7 .1 Ducts and plenums sealed based on ;[]Complies ; [ME10]zstatic pressure and location. :❑Does Not ❑Not Observable # p ;❑Not Applicable 6403 2 7 ` Ductwork operating >3 in. water ;❑Complies ; f 1%3, ;column requires air leakage testing. j❑Does Not [ME11]3- ❑Not Observable tj ;❑Not Applicable C403.3.1, ,Air economizers provided where ;❑Complies ; C403.3.1. ;required, meet the requirements for :❑Does Not 1 design capacity,control signal, [ME62]1 ;ventilation controls, high-limit shut-off„❑Not Observable integrated economizer control, and ;❑Not Applicable ; provide a means to relieve excess < ;outside air during operation. kC408 2 2 Air outlets and zone terminal devices ;❑Complies 1' have means for air balancing. ;❑Does Not [ME53]3 i ❑Not Observable 5 ;❑Not Applicable C403 4 2 VAV fan motors >=7.5 hp to be driven ;❑Complies [ME66]2 by variable speed drive, have a vane- :❑Does Not „f axial fan with variable pitch blades, or rn have controls to limit fan motor ❑Not Observable: demand. ;❑Not Applicable C403.2.6 Exhaust air energy recovery on ;❑Complies ; [ME57]1 systems meeting Table C403.2.6 :❑Does Not ;❑Not Observable: ❑Not Applicable C4:03 2 11` Unenclosed spaces that are heated ;❑Complies [ME71]z use only radiant heat. ;❑Does Not sr .,��., n , - ❑Not Observable; ❑Not Applicable ;- 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low impact(Tier 3) Project Title: Ethan Allen Report date: 12/15/15 Data filename: Untitled.cck Page 4 of 8 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: Ethan Allen Report date: 12/15/15 Data filename: Untitled.cck Page 5 of 8 Secthon'r # Final Inspection Complies? - Comments/Assumptions &"Req IRq C403 2 4 I Heating and cooling to each zone is ;❑Complies. 7controlled by a thermostat control. :❑Does Not [F[47]3 ;Minimum one humidity control device ;per installed ,❑Not Observable _humidification/dehumidification :❑Not Applicable j system. C403 2:4:-JThermostatic controls have a 5 °F ;❑Complies ; 2'. deadband. ;❑Does Not [FI38]3 ;❑Not Observable: { ;❑Not Applicable C403 2 4 {Temperature controls have setpoint ;❑Complies ; overlap restrictions. ;❑Does Not [FI20]3 ;❑Not Observable ❑Not Applicable C403 2 4. Each zone equipped with setback ;❑Complies ; controls using automatic time clock or :❑Does Not [FI39]3 programmable control system. ;❑Not Observable: .J ;❑Not Applicable C403 2 4 Automatic Controls: Setback to 55°F ;❑Complies ; 3 ,E(heat) and 85°F(cool); 7-day clock, 2- I❑Does Not [FI40]3` hour occupant override, 10-hour a q ,...,,, ;❑Not Observable: backup ❑Not Applicable r C403.2 4 ,.,Systems include optimum start ;❑Complies 3:'3; controls. ;❑Does Not [F[41]3. ;❑Not Observable; ❑Not Applicable C40812.5,I,;JI Furnished HVAC as-built drawings ;❑Complies ; 1. , ;submitted within 90 days of system :❑Does Not [FI7]3 =acceptance. ❑Not Observable: :{ ;❑Not Applicable C303 3 Furnished 0&M manuals for HVAC ;❑Complies ; C408 215 O''systems within 90 days of system Z❑Does Not Vy acceptance. [E18]3. ❑Not Observable s :❑Not Applicable C408.2.5. ;An air and/or hydronic system ;❑Complies ; 3 balancing report is provided for HVAC :❑Does Not [F143]1 I systems. I❑Not Observable I❑Not Applicable I C408.2.3. HVAC control systems have been ;❑Complies 2 ;tested to ensure proper operation, :❑Does Not [FI10]1 ;calibration and adjustment of controls.,❑Not Observable I❑Not Applicable I C403 2'2 HVAC systems and equipment ;❑Complies ; [F1277]3 f capacity does not exceed calculated ❑Does Not I loads. I❑Not Observable ;❑Not Applicable C408.2.1 ;Commissioning plan developed by ;❑Complies [FI28]1 .registered design professional or :❑Does Not I (approved agency. ;pNot Observable I E]Not Applicable - 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3_ Low Impact(Tier 3) Project Title: Ethan Allen Report date: 12/15/15 Data filename: Untitled.cck Page 6 of . 8 section x # Final Inspectwn , Complies? 4Comments/Assumptions Req loi', C408.2.4 ;Preliminary commissioning report ;❑Complies ; [F129]1 "completed and certified by registered ❑Does Not ;design professional or approved agency. ;❑Not Observable ❑Not Applicable C408.2.5. Final commissioning report due to ;❑Complies ; 4 building owner within 90 days of :❑Does Not [F[30]1 receipt of certificate of occupancy. ,❑Not Observable: ❑Not Applicable C408.2.3. ;HVAC equipment has been tested to ;❑Complies ; 1 ensure proper operation. ;❑Does Not [F131]1 ❑Not Observable; ❑Not Applicable C408.2.3. ;Economizers have been tested to ;❑Complies 3 ensure proper operation. ;❑Does Not [F132]1 ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) -,13,�J Low Impact(Tier 3) Project Title: Ethan Allen Report date:'12/15/15 Data filename: Untitled.cck Page 7 of 8 . Project Title: Ethan Allen Report date: 12/15/15 Data filename: Untitled.cck Page 8 of 8 ntCOMcheck Software Version 4.0.2.2 Interior Lighting Compliance Certificate Project Information Energy Code: '2012 1ECC Project Title: Ethan Allen Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 990 lyannough Rd. Allevato Architects, Inc. Hyannis, MA 31 Hayward St. Additional Efficiency Package Franklin, MA Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Retail 8000 1 .30 10400 Total Allowed Watts= 10400 Proposed Interior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Retail Track lighting 1:TRACK: Wattage based on current limiting device capacity 0, 0' 8160 5040 LED 1:PP:Other: 1 11 3 Exempt Exemption:Lighting Integral to Equipment LED 2:SM:LED MR 7W: 1 8, 7 Exempt Exemption:Lighting Integral to Equipment LED 3:DL:LED PAR 10W: 1 65 10 650 LED 4:2X4:LED Panel 40W: 1 5 40 200 LED 5:2X2:Other: 1 6 32 192 LED 6:4FSL:Other: 1 7 44 308 LED 7:PS:Other: 4 5 56 280 Incandescent 1:CJB:Incandescent 40W: 5 2 200 Exempt Exemption:Lighting Sales or Education Incandescent 2:CJB:Incandescent 60W: 1 12 60 Exempt Exemption:Lighting Sales or Education Incandescent 3:CJB:Incandescent 40W: 1 1 40 Exempt Exemption:Lighting Sales or Education Incandescent 4:CJB:Incandescent 40W: 6 5 240 Exempt Exemption:Lighting Sales or Education Incandescent 5:CJB:Incandescent 60W: 6 1 360 Exempt Exemption:Lighting Sales or Education Incandescent 6:CJB:Incandescent 60W: 6 1 360 Exempt Exemption:Lighting Sales or Education Incandescent 7:CJB:Incandescent 60W: 6 1 360 Exempt Project Title: Ethan Allen Report date: 12/15/15 Data filename: P:\2015_All projects\15144 Ethan Allen Fitup Southwind Plaza\Drawings\Elec\15144- Page 1 of 7 EthanAllen.cck A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/'Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Exemption:Lighting Sales or Education Incandescent 8:CJB:Incandescent 40W: 4 2 160 Exempt Exemption:Lighting Sales or Education Total Proposed Watts= 6670 HIM U. Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.2.2 and to comply with the mandatory requirements listed in the Inspection Checklist. Marc R. Plante, PE Name-Title -51haturf Date Project Title: Ethan Allen Report date: 12/15/15 Data filename: P:\2015_AII projects\15144 Ethan Allen Fitup Southwind Plaza\Drawings\Elec\15144- Page 2 of 7 EthanAllen.cck COMcheck Software Version 4.0.2.2 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID C103.2 ;Plans, specifications, and/or TIComplies [PR4]1 calculations provide all information jPDoes Not ;with which compliance can be determined for the interior lighting :nNot Observable and electrical systems and equipment ,ONot Applicable and document where exceptions to ;the standard are claimed. Information ; ;provided should include interior ;lighting power calculations,wattage of bulbs and ballasts,transformers and control devices. C406 ;Plans, specifications, and/or ;l]Complies x [PR9]1 calculations provide all information jLJDoes Not ;with which compliance can be determined for the additional energy ; Not Observable :efficiency package options. ;ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Ethan Allen Report date: 12/15/15 Data filename: P:\2015_AII projects\15144 Ethan Allen Fitup southwind Plaza\Drawings\Elec\15144- Page 3 of 7 EthanAllen.cck Section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.2. ';Automatic controls to shut off all ;❑Complies 1 "building lighting installed in all ❑Does Not [EL22]2 'buildings. ;❑Not Observable; ❑Not Applicable j C405.2.1. ;Independent lighting controls installed ❑Complies [EL23]z manual controls reroved adily ng laccess bleans and land%❑Does Not 5visible to occupants. ❑Not Observable; ❑Not Applicable C405.2.1. :Lighting controls installed to uniformly;❑Complies 2 :reduce the lighting load by at least ❑Does Not [EL15]1 :50%. :(--]Not Observable: j❑Not Applicable C405.2.2. ;,Daylight zones provided with ;❑Complies 3 u individual controls that control the ;❑Does Not [EL16]z. I lights independent of general area =,s lighting. ❑Not Observable: t)Not Applicable C405.2.3 ;Sleeping units have at least one ;❑Complies [EL17]3 master switch at the main entry door ❑Does Not ;that controls wired luminaires and iswitched receptacles. :❑Not Observable ❑Not Applicable C405.2.2. ;Occupancy sensors installed in ;❑Complies 2 :required spaces. ;❑Does Not [EL18]1 ❑Not Observable; ❑Not Applicable C405.2.2. Primary sidelighted areas are ;❑Complies 3 :equipped with required lighting ;❑Does Not [EL20]1 ;controls. ❑Not Observable: {❑Not Applicable C405.2.2. :Enclosed spaces with daylight area :❑Complies 3 under skylights and rooftop monitors :❑Does Not [EL21]1 :are equipped with required lighting ;controls. :❑Not Observable; :[]Not Applicable C405.2.3 ;Separate lighting control devices for ❑Complies [EL4]1 :specific uses installed per approved :❑Does Not ;lighting plans. ❑Not Observable: ❑Not Applicable C4053 Fluorescent luminaires with odd Complies [EL19]3 numbered lamp configurations that i❑Does Not are within 10 feet center to center(if recess mounted)or are within 1 foot ;❑Not Observable edge to edge(if pendant or surface ❑Not Applicable ; mounted) shall be tandem wired. j C405.4 ;Exit signs do not exceed 5 watts per ;❑Complies [EL6]1 :face. ❑Does Not ❑Not Observable: ❑Not Applicable C405.2.3 ;Additional interior lighting power ❑Complies [EL8]1 :allowed for special functions per the j❑Does Not ;approved lighting plans and is automatically controlled and ❑Not Observable :separated from general lighting. ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) , 3 Low Impact(Tier 3) Project Title: Ethan Allen Report date: 12/15/15 Data filename: P:\2015_All projects\15144 Ethan Allen Fitup Southwind Plaza\Drawings\Elec\15144- Page 4 of 7 EthanAllen.cck i 1 High Impact(Tier 1) 1.1'2`.,!.,..J Medium Impact(Tier 2) 3 Low Impact(Tier3) Project Title: Ethan Allen Report date: 12/15/15 Data filename: P:\2015—All projects\15144 Ethan Allen Fitup Southwind Plaza\Drawings\Elec\15144- Page 5 of 7 EthanAllen.cck l— ' Section # Final Inspection Complies? Comments/Assumptions & Recl.ID C408.2.5. :Furnished as-built drawings for DComplies 1 electric power systems within 30 days :❑Does Not [FI16]3 jof system acceptance. ;❑Not Observable: . ❑Not Applicable C303.3, ;Furnished O&M instructions for :❑Complies' C408.2.5. :systems and equipment to the ;❑Does Not 2 ;building owner or designated [F117]3 representative. :❑Not Observable: ;❑Not Applicable I C405.5.2 Interior installed lamp and fixture ;❑Complies :See the Interior Lighting fixture schedule for values. [FI18]1 :lighting power is consistent with what ❑Does Noe ;is shown on the approved lighting I❑Not Observable: • :plans, demonstrating proposed watts are less than or equal to allowed tlNot Applicable j watts. C408.3 ;,Lighting systems have been tested to ;❑Complies [F133]1 :ensure proper calibration, adjustment, ❑Does Not programming, and operation. ❑Not Observable ❑Not Applicable C406 ;Efficient HVAC performance, efficient ;❑Complies [FI34]1 :lighting system, or on-site supply of ;❑Does Not ;renewable energy consistent with :what is shown the approved plans. :❑Not Observable j❑Not Applicable Additional Comments/Assumptions: d 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Ethan Allen Report date: 12/15/15 Data filename: P:\2015_All projects\15144 Ethan Allen Fitup Southwind Plaza\Drawings\Elec\15144 Page 6 of 7 , EthanAllen.cck d , Project Title: Ethan Allen Report date: 12/15/15 Data filename: P:\2015 All projects\15144 Ethan Allen Fitup Southwind Plaza\Drawings\Elec\15144- Page 7 of 7 EthanAllen.cck I ` H U I L0I II C. RNC I N I.F.R:i c. R.a;so UH c,vs. rNC. - ^ December 16, 2015 Mr. Vu Alexander Allevato Architects 31 Hayward Street Franklin, Massachusetts 02038 RE: Ethan Allen Southwind Plaza Hyannis,MA 5 Subject:Water Demand Dear Mr. Alexander: ' Below is our calculations for peak water flow: 2 Tank Type Water Closets— 1.28 gallons per flush ea: 2 Lavatories—0.5 gpm ea. _ 1 Hose Bibb—5 gpm 1 Mop Receptor—5,gpm T 1 Kitchenette Sink-2 gpm Total= 15.06 gpm peak water usage. Very truly yours, Chris Hoekstra Plumbing/Fire Protection Designer 66 Main Street North Easton,Massachusetts 02356 = T 508:230.0260 F 508.230.6265. BERIa BER=en ing eenng com e , �.TO SPRINKLER_ SYSTEM CHECK VALVE FROM FDC ELECTRIC BEL ® MAIN FLOW SWITCH PRESSURE GAUGE(TYP.) O O ALARM CHECK MAIN DRAIN PIPE DRAIN TO EXTERIOR ` i© W/SPLASHBLOCK PROVIDE A BACKFLOW y TO BACKFLOW PREVENTER,APPROVED FOR PREVENTER VERTICAL INSTALLATION, AS TEST HEADER REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. SUPERVISED O.S. &Y. GATE VALVE, BRONZE MOUNTED; _ f IRON BODY, F.M.&U.L. LISTED BACKFLOW PREVENTER TO AND RATED FOR 175 PSI BE 4"AMES C200N WORKING PRESSURE. (TYPICAL) DUCTILE IRON ANSI A21.51 O PRESSURE GAUGE TAR COATED OUTSIDE, CEMENT MORTAR LINED INSIDE.VERIFY MATERIALS ® ' WITH LOCAL AUTHORITIES. FINISHED FLOOR 3 SPRINKLER VALVE STA TION DETAIL NTS . r CONSTRUCTION,INC. 29 Main Street, North Easton,MA 02356 Richard Cohen C-508-962-1751 P-508-205-6220 direct P-508-587-1326 i F-508-580-2812 www.dmrconstruction.com email:rcohen@dmrconstruction.com t. ES-A-C200/C20ON Colt T' Series C200 :CMONII'II � A M E s Double Check Valve Assemblies FIREawnreew°RKs Sizes: 2'/2" — 10" (65—250mm) ' s C200 OSY � R i C200N BFGN. Al .' Features The Colt C200, C20ON Double Check Valve Assemblies are used to • Extremely Compact Design prevent backflow of pollutants;that,are objectionable but not toxic, from entering the potable water supply system. The Colt C200, C20ON may • 70% Lighter than Traditional be installed under continuous pressure service and may be subjected Designs to backpressure. The Colt C200, C20ON consists of two independently • 304(Schedule 40)Stainless Steel., operating check valves, two shutoff.valves, and four test cocks. For use P 9 Housing&Sleeve in non-health hazard applications. • Groove Fittings Allow Integral , Pipeline Adjustment • Patented Tri-Link Check Provides Speclflcations Lowest Pressure Loss The Colt C200, C20ON Double Check Valve Assembly shall'consist • Unmatched Ease of Serviceability of two independent Tri-Link Check modules within a single housing, • Available with Grooved Butterfly sleeve access port, four test cocks and two drip tight shutoff.valves. - Valve Shutoffs Tri-Link Checks shall be removable and serviceable, without the use of special tools. The housing shall be constructed of 304 (Schedule 40) • Available for Horizontal,Vertical or stainless steel pipe with groove end connections. Tri-Link checks shall N Pattern Installations . - ,.have reversible elastomer discs and in operation shall produce drip tight' • Replaceable Check Disc Rubber closure against the reverse flow of liquid caused by backpressure or backsiphonage.Assembly shall be a Colt C200, C20ON as manufactured by the Ames Company. 'The wetted surface of this product contacted by consumable water contains.; less than one quarter of one percent (0.25%)of lead by weight. -A WMWWAM Job Name Contractor Job Location Approval Engineer Contractor's P.O.No. Approval Representative Ames product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measurements,please contact Ames Technical Service.Ames reserves the right to change or modify product design,construction,specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold www.amesfirewater.com q , Configurations Available Models • Horizontal Suffix: - • Vertical up NRS-non-rising stem resilient seated gate valves ' "N"pattern horizontal OSY-UVFM outside stem and yoke,resilient seated gate valves Materials BFG-UVFM grooved gear operated butterfly valves • Housing&Sleeve:304(Schedule 40)Stainless Steel with tamper switch • Elastomers: EPDM, Silicone and Buna`N' *OSY FxG - Flanged inlet gate connection and grooved • Tri-Link Checks: NorylO, Stainless Steel outlet gate connection. • Check Discs: Reversible Silicone or EPDM *OSY GxF -Grooved inlet gate connection and flanged • Test Cocks: Bronze Body Nickel Plated outlet gate connection • Pins&Fasteners:300 Series Stainless Steel *OSY GxG,-Grooved inlet gate connection and grooved Springs: Stainless Steel outlet gate connection • Available with grooved NRS gate valves-consult factory* Post indicator plate and operating nut available-consult factory* *Consult factory for dimensions Pressure — Temperature Dimensions — Weights Temperature Range: 33°F-140*F(5°C-60°C) . g Maximum Working Pressure: 175psi.(12.06 bar) C(open) I D — - - H ----- _ C200,C20ON — —-- — ----SIZE(DN) DIMENSIONS WEIGHT A C(OSY) C(NRS) D G H I J P C20ONRS C2000SY C20ON NRS C20ON OSY in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. lbs. kgs. lbs. kgs. lbs. kgs. 212 65 31 787 1638 416 9% 238 31/2 89 29116738 22 559 1512 393 81316 223 9316 234 115 52 125 57 123 56 133 60 3 80 111,8 805 1878 479 101/4 260 311 1s 94 3014 768 2234 578 171 a 435 93,,- 233 10'2 267 131 59 145 66 144 65 158 72 4 100 3311/16 856 2234 578 123/16 310 4 102 33 838 24 610 1 12 470 911/16 252 11316 284 161 73 161 73 184 83 184 83 6 150 1431/2 1 5 30% 765 1 16 406 12 140 44341137 3334 857 3 589 11 T/16 332 1 15 381 1273 124 1295 134 1314 142 1336 152 8 200 1 50 1270 3734 959 19t5/s 506 611/ie 170 1541A 1375 40% 1032 71s 697 151116 399 173/s 437 1438 199 1480 218 1513 233 1555 252 10 250 571/2 1460 453/4 1162 2313/s 605 83/s 208 1 66 1676 150 1270 32% 826 175/,s 440 1 20 508 1721 327 1781 354 1891 404 1951 431 C ; t- ---- --- --- C200BFG,C20ONBFG G SIZE(DN) DIMENSIONS WEIGHT A C D G H ( J P C20OBFG C20ONBFG in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. lbs. kgs. 212 65 28 711, 8 203 3'2 89 '29'1, - 759 22 559 141516 379 813,6 '223 '9 229 56 25 64 29 3 80 2 12 724 851c 211 11,8 4 1116 -7 3 78 1 2,s 39 3'i 233 91 241 54 24 67 30 4 10 31 741 t5,s 227 TYw 94 115,6-- 811 24 6101614 412 915/,, 252 10 254- 61 28 84 38 6 150 36V, 927 10 254 5' 127 43316 1097 333/4 857 1 1911,6 500 13'/s -332- 10'2 267 1117 53 157 71 8 200 43 1092 121/4 311 6'/2 165 511/8 1297 40% 1032 235/6 592 151t/,8 . 399 143/s 361 261 118 337 153 Noryl®is a registered trademark of.SABIC Innovative PlastiCSTM. Approvals - e55E c us S�® FM C US, Approved 1015 28S6 B64.5 F For additional approval information please contact the factory or visit our website at www.amesfirewater.com Capacity - UUFM Certified Flow Characteristics Flow characteristics collected using butterfly shutoff valves. See literatue S-Colt-200/300 for gate valve flow characteristics = Rated Flow "'= UL Tested Horizontal Vertical. - ----N-Pattern `2'/z"(65mm) 6"kPa psi (150mm) * **- 96 14 kPa psi * ` • ** ,. 83 12 83 12 N N 69 10 H 69 10 —: H 55 8 IV 55 8 7 V 41 6 _ 416 28 4 .28 q .� 14 2 14 r2 - 0 0 0 50 100 150 200 250 300 -.350 gpm 0 0 0 190 380 570 760 950 1140 1330 Ipm '0 300 600' = 900 1200 1500 gpm 15 fps y 0 1140 ° 2280 3420 4560 5700 Ipm 4.6 Trips 15 fps 4.6 mps - 3"(80mm) 81'(200mm) kPa psi * ** kPa psi ** 83 12 83 12' N 69 10 H 69 10 H 55 8 N ' 55 8 V 41 6 41 6 28 4 28 4 _. 14 2 14 2 0 0 0 01 0 100 v 200 300 400 500 gpm 0 380 760 .1140 1520 1900 Ipm 0 500 1000 1500 2000 2500 gpm 15 fps .0 1900 3800 5700 7600 9500 Ipm . 4.6 mps 15 fps 4.6 mps 4"(100mm) 10 (250mm), kPa psi kPa psi .r * ** 165 24 N� 83 '12 138 20 V 69 10. N 110 16 H 55 8 ' V 83 12 a H. 41 6 _ 55 8. ., 28 4 28 4 _ 14 0 0+ R. _. 0 �j00 MO "300 400 500 600 700 800 gpm 0 00 500 1000 1500 2000 . 2500. 3000 3500 gpm 0 380 760. 1140 1520- 1900 2280, 2660 3040 Ipm 0 • 1900 3800 5700 7600 9500 ,11400 13300 Ipm ' r�15 'fps fps ` 4.6 mps mps _ IMPORTANT.INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS For additional information, visit our web site at: wWw.amesfirewater.com A Q M E S • 9001-2000 FIRE&WATERWORKS• - wvvw.amesfirewater.com I CERTIFIED A Watts Water Technologies Company USA: Bac0ow-1427 N.Market Blvd•Suite 99•Sacramento,CA 95834•T:916-928-0123•F:916-.928-9333 Control Valves-18550 Hansen Road•Houston,TX 77075-T:713-943-0688•F:713-944-9445 Canada: 5435 North Service Rd.•Burlington,ONT.L7L 5H7•T:905-332-4090•F:905-332-7068 ES-A-C200/C200N 1006 ©2010 Ames Fire&Waterworks BAXTER NYE / N AMR REALESTATE HOLDINGS LLC AM 294 Pd 003 ENGINEERING & 1020 IYANNOUGH ROAD E 2 / GE 35 ROUTE 132 O 2 8 617 PA DEED BOOK 26982 PAGE 275 N / / P LOT CORNER SURVEYING 12" OAK SCARRED GENERAL NOTES / ON 2 SIDES Registered Professional Engineers 1.) TIT£ INW OF THS �N IS TO DETAL °� FOUNI)ATION AS-r&T and Land Surveyors N 12'52 43 E 534.23 CALC. 535.19 PLAN BK 106 PG 11 rm z _, 2.) LOM AWA IS C%fRISEO y / / r 2/ ,� )1s)ros (/ss) 78 North Street - 3rd Floor I �— -�-- 2 Hyannis, Massachusetts 02601 APPL1cANr: ocw RErAu. - HrTHE WN= . I.M. � — -- — -- 30' BUILDING SETBACK LINE — c 9DnSTON Sr.. SUITE 13W \ / / // — — — — — - - -- -- -- -- - -�- ` -- -- -- BDSraN. w 02199 Phone - (508) 771-7502 / +z Fox - (508) 771-7622 4•). ONM1G INFORMATION 4mm DISTRICT : ID; &' M� www.baxter-nye.com 1OWRLAY IXTRICC GP (GROUNDWATER PROTECTION) 5.) TITLE SEC RCH WS NOT EE PSMO 6E�IM SHE 1F DEI9WO STAMP STAMP PERfOIBED BY 9 OTFERS' OF MASsq 6E PROPERTY LME W M 710N SI MV 6 BASED ON CURWIT AMWAR E RECORD y��•� cy OWMINI N CONSISTING OF PLANS AND DEEDS. PEli kM PER ALTVAL'SU!MO TIRE SHANE G� 171 o �VEY(#WaDE a PAR14 #990 TYANNO" M-ROUTE 132 MD� ►v� \ *9911 EINCE 9" 1N TIE TD1Mi OF BARNSTAE& Uk DAIM AUGUST 19, 2014. o MAttaN mm v OEM IFAR10 SIM M30NN ARE A COI6Ir M OF AN ON TIE GROUND U No.4$667 / ♦ _. �iSLIMY PERFORIRD BY RUM NYE 9101111M d SLIMV G ON JUKE 29 & �9�FESAND AK S�OyP ON 100 nW Pi- PROPERTY TAKEN 4 GISGI& RIN�A" LOCATED 1 ER0 A 2015. qMO SUR�ti '� � _ Nrn evn _` 7.) PANEL NUMBER 250001 0566 J, EFFECTIVE DALE JULY 16, 2014 I�ISIftff RATE IMP 017116S'Ills AREA AS ZONE A /! NON-HAZARD AREA x CONSULTANT CV J if L: DTP PREPARED FOR : OCW Retail - Hyannis LLC S II c/6 The Wilder Companies, Z. / � I � Ltd. SINGLE STORY COMMERCIAL I 800 Boylston Street, Suite 1300 I� STRUCTURE ` , --1 LOT 2 Boston, MA 02199 BARNSTABLE WHOLE FOODS -� ASSESSORS 617-24 7-9200 MAP 294 PARCEL 004 LL -_ — Li — INTERIOR LOT LINE co cc EXISTING . . . , LOADING T _4 -DOCK _. Wes'.. .. 13 p 7' cm C / co o cc EXISTING FOUNDATION >� m LOCATED 11/03/2015 > l 142.0 •L , \ Q cc Q d a C / / 0 -j c (D J LU 0) = i Q �` C 0.m _ CU (ID to o ..Cc � = C 20' o l l� G w ij \ \ `S �. 53 >9" IN ERTIFY THAT TO THE BESTCOMPLIANCEWITH THE APPLOICABLE:BAF MY RNSDAE THE EXISTING STRUCTURES SHOWN HEREON IS o .38' \ BLE ZONING DISTRICT SIDELINE AND SETBACK (PIA 3, �� REQUIREMENTS, IS LOCATED IN RELA11 TO THE MONUMENTS SHOWN AND IS NOT LOCATED } \ \ r\ \ At Qk 0,78 4 -Z� / WITHIN A SPECIAL FLOOD HAZARD AREA. m \ \ \ ?33 p (Cgtc THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. o G' ? ' ` z S) \ / S H E E T T I T L E REGISTERED PROFESSIONAL LAND SURVEYOR BAXTER NYE ENGINEERING do SURVEYING DAIS Foundation / \ \ CB/ Certification PI i FND / o an N/F RUTH C. MOY N/F 950 IY294 PCIH 3 V R ' SHEET N O / RUTH C. MOY I ROUTE 1 1 AM 294 Pci 006 \ FC1 wO 950 1YANNOUGH ROAD / DEED BOOK 3627 52 ' ROUTE 132 L.C.CERT.#64007 DATE : 11/04/15 / \ 30 0 30 60 SCALE IN FEET DRAWN/DESIGN BY: DF CHECKED BY: MWE --- --- - — JOB N O: 2011-03 C A D D FILE: 2011- EA FCC.dwg