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Home My WebLink About0671 MAIN STREET (COTUIT) ,, `aG/��e�r-rv.r '" � 1 _ 'i I� . �I 1' �� I �'� . � ._ _ _ _ _ i,.y Y Date: August 7, 2018 2 RFS on this document To: Building File RE: Unpermitted Work Address: Unit 1A 671 Main St,Cotuit Originator: Jessica Rapp Grassetti Owner: PLM Buzzy LLC Complaint: 1) Deviate from Approved Plan-Additional parking space 2) Construction of new retaining wall for new parking space Enforcement Process Steps ® 1. Initiate local investigation: RA ® 2. Document/enter into system Yes ® 3. Contact ® 4. ® 5. Seek access to subject property 6. Seek administrative warrant(if necessary) ? ® 7. Notify state authorities of findings NA ® 8. Document conclusion OPEN ® 9. Referred Bldg/Brian/Jeff Carter Property R208-089-001 Property is developed with a (1900) 2 story dwelling and several newly constructed townhouse condos on 2.34 acres in the RF zoning district. Property was developed under 40B approval. 08/07/2018 TC Member Rapp Grassetti emailed the concern of a constituent to the Building Commissioner regarding 1) a deviation from the final approved plan and 2)the creation of a new parking spot by filling in the side area and constructing a retaining wall. There are no permits or inquiries on files concerning this development. 5 t 28 • 5��ML NV • - I Y COME W P2wU 1 I uA —1— I — RFIM NA N JI l�wE l ttARe MN 570]4-OA N M-SS B/EW� 2-4' - ,p vAm C+I Bll.mbw.LMw.Y . e ° PAIM 9x� - meA xeR ° 675 S 21 R9R�rRR ,P ° #67755 D 1 aw Bann i ® AmmR i DU#3--- e-____ ?0'a'Y 1 - F _ fUR>F1E F p✓'°' .� i°"R"a 1eLmarY 675 B-1 PLEX ®I OARAtIE rswF w.d' m,fwi61a'..a,P ® o p � ® esV I -_ ARu eDDm rtlri m eE RalAea w xAnwAL arAT p ®� • O ➢,Ira 1' a _,` caswvATMx RTSIRGTp1 ro eE GWIR0. .•.-LJ 1� 1 0rvn rwc aamrcr - o ' cv0°roli uA wvJ - Q� it p 46.0' 2..0• za.0 rrl I PROPOSED PAVED PARXING 2]0 'a HI5 ' 2].0' Lot Area 2.<TOTAL ACRES �R69XL6iE R wBfri eOAIIPEN 1IGD EFI XIIIRIC➢Yl'q",`y v� "Rp,�p�l,v'//_ RS�L:-o' •I 100 ; .wew xYm I CONSERVATION O EASEMENT IG5 ACRE RESTRICTIVE EASEMENT U.— FOR CONIT FIRE DISTRICT/WATER DEPT. 675 A- p 75 C-21 1 1 KT�A � g II I a1RACC1 I 00 d.RIX 1 SIDEWALK GONNE<ON . e ew _`' #675 C-1 E 6W00M #675A-1 a aAal �gY 0 S. 0o G � —Al m a EA�wIwT `4 C TM.v'1 :®mul ' O O - . . --DA ro GcavAxor. O P6M - ——- - ttArlmws w mar s IOKT 4�O vAno PAno � „R jl"I!Y � iL^* f1Y Op __ . 229.e3• serxo•Sow PAnG ire.iGO - - E�snuc fn� CDQ/FAK Q51A/CI RE.YF OnA([ BURL RA]IABB!RIttlS N C/D PU KUJ N �JGN ➢de �1 B(Lr IIEJ - - 1 BEWOOY CDMI.YA Olelf - w y' • 1 ' I MOiNEL.F YA B]Ga L w: I I B68 I( • I 1 - oNx£luNc AP]e • I lava IIe9v ) ZONING SUMMARY ZONING DISTRICT.RT RESGENnAL OISMCT EMSTNG PROPOSER ` RAIN GARDEN PLANTS USE NUMBER OF DWELLING UNITS 2 - B PLANT NAPE SIZE/ COTUIT CENTER RESIDENCES WK.LOT SIZE 67,120 SF.(R.P.OA.) 10b31]SF 103,513 SF - f1 CLETI IU ALNIFOUA /2 13 (FMLY.BAY POINT TOWNHOUSES), WN.LOT iAONTAGE 130' 16I.5v Im.60' O VACCINIUM CORYMBOSUM /2 13 WN.MW SETBACK 30'• - _ 51.5' 54.5' REFERENCES (�`ILEX KR/IGLLATA ez 5 - .LAYOUT&LANDSCAPE M, SIDE SETBACK 13'••SEE WLTFAWLY REDS 6.w 16.6' ASSESSORS NAP Ol6 PCL 15 MN:REAR SETBACK 15'+ ]2B' 264.8' DEED BOOK I9541 PAGE 310 ' r REOOSER RED TWG DOGWOOD/2 „ SITE PLAN ' SIM IS LOCATED—RESOURCE PPDXCTON OVERLAY PLAN BOOK 101 PAGE 55 , DISTRICT. OF LAND IN SITE IS LOCATED 1—THE VP OVERLAY DISTRICT. SITE IS LOCATED WTIN FEMA ZONE C AS SHOWN ON OWNER OF RECORD COTUIT (BARNSTABLE), MA O COMMUNITY PANEL NUMBER 260001 WISD—SED DULY BAT POW.LlC , - PREPARED FOR 2.1821 .1 NDRTN STREET PLM BUZZY, LLC HYANNS.MA G2601 • 2604 ELMWOOD AVE. SUITE 352 PARKING CALCULATIONS: ROCHESTER. NY 14618- , LOCUS 8 ATTACHED DWELLING UNITS(1.5/UNIT)-120 SPACES T - cotuft i VISITORS AT(12 X IDE)-f 1.2 SPACES n s0e-]ax-ssu g6fl—MAIN STREET,C07711'I',111A 0 13.2 SPACES REWIRED I de.nccPeE.00mem ' SCALE:V-20' DATE: 11-22-04 Bay of REVISED.:1-19-06 REVISED.:5-30-07 16 SPACES PROVIDED SITE COVERAGE OWA CODE tdSMftlM6.M4 REVISED.:2-6-06 REVISED.:6-I9-OB _ oivi! en ineers REVISED.:2-27-07 REVISED.:4-1D-09 LOCUS MAP TOTAL BUILDING FOOTPRINT:1],408 Si SF-1].Di 9 REV SED.:4-5-07 REVISED.:5-8-09 PAVEMENT.WALXS h P INT, 3.Q9 F F l47% land surveyors REVISED.:12-185( (TOWN COMMENTS) ) 6CAL0 l"-80BD' TOTAL ENT.WAWS COVERAGE 2,660 5 27S 1t<SOx O.K. 9J9 Ma'n.sf—f(Rfa 6A) SmI°:1"-20' REVISED.:7-6-15(HSE 8'S,CM.) GATE pAWEL A OIALA P.E..P.LS. YARMOU—CIRF MA 02675 ®,� U' -ASSESSORS NAP 030 PCL 15 NATURAL STATE:45,3112 SF-44.11L PROVIDED. T SHEET 1 OF 3 �1 YAP NeSle'S5'E � !w/ FM f� ML fF DLpm DIRFX Pu DYM a-ai) Of4, ii !y ' !2 1 Irml wa I rw. rs-j• --------- � sr a-sEr �* I x 'FJxfM a..w m) ✓ P>' 54.5' E me f P 1. „x O Hm C . PROPOSED PAVED PARrJNO Lot Area Z377 A— 9 1 Bq,pp ,\a\ IXPLD! °q�Nw��{s1WC,WR ARFA BF)OO rtxa m rt Ie:IMBB w xA1MVL STAR seez0 sow 1 s)ur S ��w Rrow I I Ia ZONING SUMMARY PROPOSED USE Zx G D =..BF RE90EN11N.D15TBICT O]SNID PROPOSED 12 DWE G UNITS(15 BEDROWS)RFSIDunAL USE:NLMBER DF DWflLNC UNITS . 12 DEED RES7RICRONS LBOTWQ SITE TD 15 BEDROOMS ' REDURED. YDL LOT SIZE v.1m ss(".D.D.) 1o3.su s 10Lsu s REFER CES YIK LOT fAWTALE 150' IBISC IB1-O' BAY POINT Yx R. SETBACK 30'• BI.w 646' Yul 9OE SEIBAIX 15••SFE YULT9'MESY am i°' t.S' ASSESSORS MAP W.P0.IS TOWNHOUSES II� ��Ty�WFETR��I�1� �TAp-y�j�qy Mot BEAR SETBAIX 1T• ]TS' ,SS' DEED BOON 19541 PAGE 31D Y O W l'HO YJ I. ES ]OE R LDCATEO W1Bml Re—m PROIECRON DYOBAY PLAN BOOK 1D1 PACE 55 MSIPoCT. �+ sn =—TIa rm orERLAr mrwa OWNER OF RECORD SUE��N IS IDC F SDE 6 IDGIED WIBIw—A ZONE c AS SHOMN ON OF LAND IN COM..Ty PANEL NUMBER T50001.1.REM .ULY BAY PORT.LLD ""TM�"� A COTUIT (BARNSTABLI) bIA M HYMENS.Y 02601 PARKING CALCULATIONS: PREPARED FOR LOCUS 12 ATTACHED DWEUJN0 UNITS E1.5/UNIT)-1B.0 SPACES HAY POINT, RE L`otuit .+N RS AT(IB R IDS-+,.5 SPAMS �� 297 NORTH STREET Q 2D SPACES REQUIRED HYANNIS, MA O28OI Bay own A I #671 MAIN STREET,CDT(IIT,MA 24 SPACES PROVIDED 4 a4wA p1ti dol cape engineering, Inc. Sr.,r.1' 20' DATE: 11-22-04 SITE COVERAGE c /� ` CTVII ENGINEERS REV SED.:1-19-06 IF LOCUS MAP TOTAL BUILDING FDOTPR:NP 13,320 SF ST 179R 4-06-06 / LAND SURVEYORS REVISEC.:h6-D6 6CMS 1'-CDB]' PAVE],IENT,WMXS d:PAROS 17 47 Y- 16 9S _ D,IE D,fRFL A DAW FlS,PE l TOTAL INPERMOU COVERACi 30.91 5F 29.8 R<5DS O.K 939 0B(R B1.JBEmoQWPoE(,Du 02875 - ASSE n MAP DM P0.15 .. NATURAL STATE 32.000 SF-3O.9R PRONGED. PERYR SET-NDT FOR OGESieuC110N I / •ir M N p�•�- 11 a� 'enrol 7». 1 �� wta tyl or:rwt wr 1}�-F}�1 3 1 I 1 n i �Q 7 -� 00, 1 Pion V .I �l��• '..� �� • tl 1 i ilii 1t I •IfRI` Musa"male Y'alp M'rNMgTnV' 1 t, rrrr rA� l/M'� t1 I 1 1 11 � I [ NO4fp t/IfRM 1ptwWR. ® ❑A /ial 1 1 11 [ MTfE" 1 � � O • �GGGG7777 �y�y 11 t 1 1 1 I T h'� � /n1 1 by•vf. 1 I1 e MgVf[O NIV[D!/lafNa I I / ! 01 Are . - L00 AC76a f01l4ARIIIv1 G , , 1 1 / twaarf•Illfn =1 III ma Myyyy�fM•��,� • lm:sA 1 1 w� { 1 / tlt-0 waAVYIi /IlfAin '^'I ipalnf al�lr I- farr.a, tlnl./a+lea wnttl+W wn�rrRwY M'�« M;" � . Irtli W BIA 1 i 1 hi01 1 iw•OL IY•1//1 - I Iq t. ' � pYY.:V,�r'R YRtN'i b•Rf1 YV1•. � .. ,I In YM n f� ' f•Ari M NJII , I 77 d• .bob/ X w 1 Irma r � ZM BIIIMAFiY RAN OAFA"PLAW6 ?me Oawsh r.IICIOMhk eneti Or1V11 .Irf�olOf - ►1AliT a� to. BAY POINT IaR11tA d aR[wlb Uy1R) - '. • _ - Y ` TOWNHOUSES ,o urmrtAac un,l/ppap1u v pysn): 11/lfud Iwffµ�ut�► _ ii �MAO tK If'•'y[fIA.1VWI,W/[Oa :H IfY� RF'FF NCEB _ IIIm.Mp�V N[V['/all,Na. LAYOUT RLA"SW"►PE Yra KM fctuw 4•' RV piY all�a aN 01/t la _ 01617[tl COA , '°["°d1"[ SITE PLAN 0-3 nix ao�oa im R►hra[�e[�la a[gw,aM. _ RA+RI•tli{w.R Ht1tKlol awua. - _ as a la/isa nr+l W f/or"..m.cl. a of IAp:N 1 n leea m Ill el rou ts•1 c.�//'+Iw a' QWFER�1R AZOORO MIZE (BARNS'1 ooain//IR NUYaaI llOOf,OOIW1[MO xr Ll0 ►aO11Im ro4 Mt 1Y[IY.f1Q[r - BAY.POINT. ul PARKM CALCLLA HYANNIS. KA 09401 /)L71a a ATACfM a/LLIDN:m(I'Acl�Ile swn -Q C4dp� .InaTLa At Ali leq vAe[a , .f la.l •wl 11a71 MAIM dRR6Tt C4![L'Lf,sG , tit VACff R[OYllp , � M In •� .• ICKC-t•.1a', WTO' 11�71-a1 B" to VAC[a/AONO[a a Wij CUP Ongtneefing, inC. RLNLCO 1-•l-06 IMf[p_Y]Q-ar 81TB COVfRAp!_ ow,vimo nfs iM9iP,^iT or RRfrllto,.+ o-°a LC i IB IIFAP :tpDIL Ww/MllNllii YM V O..il[1. , ")w StN Wvo" - andCO:/.5_07 MYliml 5-1-0 FV //iraioa A1•In flmr -'r�eArouni/dtr,/GfSs 1 .=M[1 •of W' IOUL Mal1/016 � laa 0l1. �IK.- OW6 A aMA Nl.I[ AOn/0A[IW 0.11/Cl to R•NIIAt tTAC aiallA` .Nla'MIONOIA MIaT Cth NOT faI tadMlfRoa i • Y er.. �], ++« nw •+.++rw..rri....n.....wr...e..rrn....nw.+....... � �['/ Date: March 27, 2018 To: Building File RE: No final CO Address: 671 Main St, Cotuit Originator: Jessica Rapp Grassetti Complaint: Residing in building without CO Enforcement Process Steps 131. Initiate local investigation: BC ® 2. Document/enter into system Yes 0 3. Contact ® 4. Property Owner I5. Seek access to subject property ® 6. Seek administrative warrant (if necessary) NA ® 7. Notify state authorities of findings NA, ® 8. Document conclusion OPEN 9. Referred 10. Stop Work/Cease & Desist Order Property Property is'developed with a 40B project completed in phases. 4/24/2018 Received RFS. 4/24/2018 BC confirmed allegations. Ed will monitor. Bowers, Edwin From: PRhude <prhude@cotuitfire.org> Sent: Friday, September 15,201710:50 AM To: Bowers, Edwin Subject: _ 671 &675 main st Cotuit fire inspection Hi Ed, 671 and 675 Main St Cotuit passed fire inspection all units. Having.a cookout at the station today at 12:30 if your in he area. Thanks, Paul Paul Rhude (508)274-6086 cell (508)428-2210 office prhude@cotuitfire.org 4 1 1 i NJ :a�Yi[Y.r•r e - i _ ;M' •:, � MR9 �e•IMMr M.'4 •i+. }q'-41 - 11 klll {. r� r wAMi p��•+.e1 p .. __ Iwlwnrta[wrwb�.:awrna I ; ..�_�: nere•r.�r ��i•' I i°11 t J '`:;�, ?MR'aaM 4AClw wRRYYIm '- JlI pr ��'7y l f b •i: rRwzw• q - ,/f [ C s�m�Nyw�.aiY pax,rK tgaei-1 11 1 t 1 1; \ y 1 9 [am - � Mfmosm i�Avm rawlao � � ai ... j]t IDTAL a0fen. U..A}.J Ai-f— -• ,/: ISS ALRl:I.CTUfatlA)ID.I- 1 + 1 1 O 1 8 1 ro a ' , tit;REYaIC't �R aw uw. ♦.AMt/rr - _ sYufL4tY 4YCN,t CMl1l1 p ? 1 • '.' Want INV{M anal ♦ I.. �u t 1� YY M. - �.a 5.1. .•YDR.'O 7. � r IJ n.Alc � ��.:: 0la1a• F ZQ _F1l. WAF& ;BAM f}IjfiOF:N PLAM tasty aalwh IR agbooffoa,_as7Atr 17gwli - ramoxa - maim.- wn Mato TY[ tttO M�AM or D•QIIaV UNTO 3 1 � T iD�ly��/}B��I�FyrlJalr-i. - Ra IRI a3 1sm y—.D.6) 1.1611 O IOj11f Y Y i O�R 1 IBIOUSES esa wr r•errra•t ®+Au v IVCM tM aAMD LAYOUT&LANDSCAPE - Yrl 1O[9weOt 1r•;ya ttluiYaV KOf ,C•. I wffttm0A1 ItN 070 Rat 14 Yn awe Arun �r• 79' [sat' Son w trtlw snalperls•neml swan. 0[[0100M f6Sti Nq]to 01[oewalpG"- - �.: RUM IIOdt 101►ate� - SITE PLAN as n tAaaa oval w:•�'owu.trsnte.. `, Or,-..ww,w oN/ ax n wu m ana aiu mMi r' "s a.a COTUIT t MA 7A8I&I MA ' ;caa�+eTM raon lgaaa>nee,[a�,aaRm x. w I � •— PAFKM CALCLLAWK& -R87 N(9Ft!!71 9TREBT aeus ama�D•6ua+11Yq(la/w7)..iso[run HYANNIS MA.08601 - s MaRMS AT.(11 Yf014.•IllPAK6.' >Ifi1111AIM�ffi�1 CO[L•tT,MA I Q R^Y 1:);1 VA[11 FROVIM � .. F 6Da8 t ]C OaTQ 71-t1-Oi +^Y 119Am no", R[NS[D a 9.06 rM$D:5•3O-07 �. gown Cope�bl+gin Becing I�q., an,CQVQRAQ cwt aaRarass acnsiu a ':07 a vNnca +,e oa LG{xJ8'MAP mm''Ka TOOtINMi 1 W v O 1111 LAND Swvrwn aMsm_t 14? wvfd Oa 0-1 00 tsatt 1•'.r•ra' •l �IT,wMlft r►Ara 117T1�'LL IIPG[t1017f .•.. '.!W)oil; .+'l R: b. a sn a Rts.:u: -e oa.svwe nuNoun rwr•win aYp1pt .w an M:11 RAa11AL 3Ta1L`W11/'� Mlfl'_Mt0VEt6. rIM•r:1{r-pp7I71 t04PYi00a I.5 • w r. nter a •�til.rt.rrl��.Mnvrl�nMln�..oati..i w.wN.u-M � �.• l /W�j�I►RY�Y��AA�r I .�� Yam°O3 6 10eL 016 - -- M '� - XT, N,� Aalo/.P-�M!•M - :1}•�-F4�1 _ � 1 ,k-i�, � ► t { �� ---------- .. lav►rpi r/AApr rw[wlrm �I((A1 I t I{7 [ O. �� / 1 1I ap 1.1 1 1 11 •, I 1 1 � n1oP°sm►.vm rAralo I Lot AHR % Tm=A��Il°Ttne Q Q:2 1 . 1 ©•ovAo m1 l.Yi- 1 N. i } Poe 0-.'r q I .\ ra11 Nwl wir�alwp I .. A RY �YR/1� • __ - ]I - rf1D 1p-r f.1Vt M. f XiIR W XIA •, A,Y 4,V/'d 1RYeITR rNtrl - I V /ovit r rXn �� 1 k•• I - !M I'iX 1. Rl,pt . zown SUMMARY BM 2IZAD�) _PLANTS loll.°llnaitr/rieenv4IrTee: {r,rr rAso� rAlc TQt. - BAY POINT uto KIOM or 0KWr7"To ,. , / TOWNHOUSES M Lor SIX nam v qv to Ot Iwo d auu r 1 NHOUSES WI62 Low 70p•�' .�oy�p :REFE}1ENCEs ♦ *� p� ��)}� /1�p r�i tairas1YO1 ,r`,,f4.V11JWoodot i? IW J Ilt[ .{wY oM Aa n ` Atm AAL,.Ii/NM tNOW1° itf1YOV■ R JJpI"��l`�IL[SWIC Y.R KRKwMOI ,r• aa' wlr' • OA09M eeN iRatOAAeoil�yA STT�I i1.M11\ r°twf°!AmY im ii ee 10 a[awunrr. - R m nw AnwAe['neliEml auu� — (/5wJl1�J .s X leR,m rr.Y*4 w owur.RM.47. er wow ' n wc:>n rnlr rolA Axes '«e.M or QWNF3i OF RtCbRD CRT= (BAU57ABkU. MA �n Tula Nwa IEEq,oEll�'A[wlb ur I�� Aw �R�gIATK'-� BLYM.POiNT�IA.0 ' PARKNG CALCIlJ1 Y 111 4 Y.M 291 NORTH STRE67 T HYANNW:1[1 08801 OCI!! 1 ATTEt1�DWAU M IYI!0,1/wq 7 I10 QAC[A - L'�Q(/ •NO1Mf AT(0 11 10Q I.I.VAC(f Iqi.o�i'r!((-Ma1 0571 KAM"MET,C0[L'IT.MA Q sw 17.1 It4C[f A[°URfA I 6CItQ;I•.'1p`'OA1Q' 11-77-04 a5I U YAtt!rADYO[0 d014if COP& Onyinffering� in0. AMS[D.:,-•f-06 rM3[D..5 3C-01 r AMl[D,2 -21-07 AR,Ra°a-9-0 LOCUB MAP TOnt r00TMY14 1 w v o P 1E E11 t"°s[Jncra� A[vb[D;4_5_07 gMlmi 0-bM ravalOrtK,r PATOI ,Ioxl.scare -'rw�xRain.rat>:'r�rs car[1•.>711i' - TDTK M'DRMR1{ lOX Oal. -1�. GW6 A GIA.�R7.I{ AA V"M W GM,Q'1/ nk"&ITATp aS/Ilf IV.M:11'M%VI[a P~KT-NET nA*m1mwAOK _ X.X l 671 Main Building B-2015-06515 HVAC'main house? Open B-2015-04292 Construct New 24 x 24 Attached garage foundation Passed, Failed Frame Unit D under 671 B-2015-04296 Fitout for unit D No inspections B-1 and B-2 under671 B-2015-02083-1 Building 3 which is now C-1 C-2 foundation And Frame B-1 and B-2 under671 B2015-02083 Building 3 which is now C-1 C-2 Foundation.and Sheathing Unit A-1&a-2 under 671 B-2015-02081-1 Building#1 Foundation,Tubes and Sheathing Unit A-1&a-2 under 671 B-2015-02081-1 Building 1 Foundation &tubes Unit D B-2015-0280 Building 4 Foundation, Frame, Insulation Unit C-1 C-2 Under 671 B-2015-02084-1 Building#2 Foundation UnitC-1 C-2 Under 671 B-2015-02084 Building 2 Foundation Main House 671 B-2014-05660 HVAC Main house 1st.floor attic? Main House 671 B-2013-07901 New Siding Sheet rock No change to Floorplan Frame and Insulation 675 A-1 B-16-2044 Fitout for A-1 Building 1 Frame, Insulation need certificate 675 A-1 common areas Plumbing, Gas and Electric open 675 A-2 B-16-2045 Fit out for A-2 Building 1 Frame, Insulation need certificate 675 B-1 B-16-2046 Fit out Unit B-1 Building#3 Insulation need Certificate 675 B-2 B-16-2047 Fit out Unit B-2 Building 3 No Inspections 675 C-1 B-16-2048 Fit out C-1 Building 2 Frame OK 675 C-2 B-16-2049 fit out unit C-2 Building 2 Frame and Insulation OK 675 D B-2015-02080-1 foundation and shell Unit D.Building 4 Foundation,Frame,.Insulation y I r" I : I I I r I I +� t 51 I j I A I - -- - -- 1 ' Bill i C NGEP� DATE - - -� —Yr I -- - -` -- = �- - -SOVATURES AR€fjE WA F4R P Rht1ITIh1.G- ;- -- + -;--- t Y I + t Y i. , a I i I 1 1 I ! , ! ! ��////yr� I T -t---I-- -.I_ 1 I I ! I I I 1 r-----1- I , I I I ! 1 I 1 Roma, Paul To: McLaughlin, Charles Subject: RE: 671 Main Street, Cotuit,drain pool Hi Charlie, That's correct.Site work and construction elements are still incomplete. Should we continue with inspections as they are requested? I'm not sure of the purpose of the affidavit. Thanks, Paul From: McLaughlin, Charles Sent: Monday, April 3, 2017 1:26 PM To: Roma, Paul Cc: Ells, Mark; Weil, Ruth; Santos, Daniel Subject: 671 Main Street, Cotuit, drain pool Dear Paul, While.legal.has indeed been working on other aspects of this project dealing with status of escrow funds and completion date%-legal has had no involvement in the discussion or review of site work at the property as this subject remainsJnJn' Building's purview. I understand'from our discussion that your recent visit to the property last week showed that site work,.and many other aspects of construction for that matter, are not complete. Thanks. Charlie. r 1 120 East Avenue-3rd Floor- Rochester,NY 44610 March 13,2017 Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 To Whom It May Concern: As of this date,March 13,2017, I certify that the electrical contractor of record for all electric permits at 671 Main St., Cotuit and 675 Main St.,Cotuit shall no longer be Turning Mill Energy or Michael Dillon. I submit for your approval that J.W. Electric(John Weiss Electrician) shall assume responsibility for all electric work going forward to completion. I appreciate your cooperation in this transition. Si , (&4q7 i Daniel McGrath, Construction Supervisor CS-107897 For PLM Buzzy LLC PI UIt��t+(i Roma, Paul From: Roma, Paul v°Sent: Monday,April 3, 2017 9:28 AM To• Ells; Mark Subject: RE: 671 Main, drain pool Hi Mark, This'project is now in legal's hands,but in fairness there were nearly 4" of rain on Saturday and many streets/yards were flooded. Paul From: Santos, Daniel Sent: Sunday, April 2, 2017 7:02 AM To: Roma, Paul Subject: FW: 671 Main, drain pool i Hi Paul, :: '. I think this one is for you. Dan, 4 {u cd DanieIV. Santos,P.E. h Director Barnstable Department of Public Works 382 Falmouth Road llyani_is,M.A 02601. 508490-6400 r From: Ells, Mark �. Sent: Saturday, April 1, 2017 4:57 PM F. . To: Santos, Daniel ps Subject:"Fwd: 671 Main, drain pool = F J �x Sent,from my Verizon, Samsung Galaxy smartphone - WM ------ Original message ,------ ,Trom: Precinet7 <Precinct7gcomca9t.net> Date:;4/1/17 4:16 PM (GMT-05:00) ;f To Ells Mark<Mark.Ellsgtown.barnstable.ma.us> Subject: Fwd: 671 Main, drain pool Hi Mark, 1 Neighbors of 671 Main are concerned as to whether or not this is the correct condition"of the illustrated . drainage structure?? S. Jessica Rapp Grassetti E r Town Councilor, Precinct 7 PO Box 1310 Cotuit, MA 02635 r. w (508)360-2504 Cell (508)862-4738 Office www:barnstableprecinctTcom , W S Begin forwarded message: From: phylliscotuitaaol.com - Date: April.1, 2017 at 4:09:59'PM EDT To: preeinct7gcomcast.net 'Subject: Fwd: 671,Main, drain3"pool: ' N From: tburgess(W-brooksschool.org - .f To: PhyllisCotuit D-aol.com Sent- 4/1/2017 4:00:33 PM Eastern Standard Time Subject: 671 Main; drain pool f. .Sent from'm `'Phone r'pµ q ',t .,.w,...«..w:aM•, ,�'�.`.^`�x«:«.'.a4."`,.2 Yv,,, `._vR. ?� 9'ic,F.k`F�PoM �,,,,«.': � ' L 2 rr. 4 OF Oc 14, - p MANY ,rS,'i,rfi, j � �... , r,.ye t /, ! r ;. v ,t"4: '�..*• u -�.y �'� 47 - „ ':0 54 - I'; ems:;-,._ '.��a,'.. ,� ,a:_. ¥ _v..a�. , .,. f ro .., ,. k ..>. Y 'ry�. ,,.» � .� «,$ S *Yz,rk- .�.. -r�•T �.''s,�� ,. 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P s. a \` •,- ✓ au .awl 'z"'`+� v v.`v�'c .a;.: a� • , 54 �`x,'`x +...�� x4iy � � x a� a � ��. �- �.,.� �{ ��::s� � ��!•��.,xS�& �'t `r'`,� h��: `_.��N7_ s e�� E"+��N� �K '{�,:.�.z��• ��,��, Roma, Paul From, McLaughlin, Charles Sent: Friday, March 31, 2017 3:42 PM To: Roma, Paul Subject: Affidavit re: 611 Main Street, Cotuit Attachments: Bay Point Roma Affidavit 033117.docx Dear Paul, Attached please find an affidavit for your review and signature. If it is satisfactory, please print out five (5)originals of the affidavit on Building Commissioner letterhead and sign each. Please keep one signed original for your file and:let me know when l can pick up the other four originals which I will then deliver to the Treasurer and to the parties. Thanks. Charlie s.. ` Y •r' March 31, 2017 To: Ms. Debra Blanchette,Town Treasurer, Escrow Agent From: Paul Roma, Building Commissioner _ p Re: Affidavit of Non-Completion Pursuant to Escrow Agreement of April 23, 2013 Dear Ms. Blanchette, In accordance with the terms and conditions of a certain Escrow Agreement dated April 23, 2013 between the Town of Barnstable and Bay Point, LLC, I provide you with the following information. 1. 1 am the duly appointed and authorized Building Commissioner for the Town of Barnstable. 2. 1 have inspected the property at 671 Main Street, Barnstable (Cotuit), Massachusetts as of this date which is after December 31,2016. 3. On this date,the buildings to be constructed pursuant to plans entitled, "Bay Point Townhouses_ Layout& Landscape Site.Plan of Land in Cotuit(Barnstable), MA, Revised May 19, 2010" are not substantially complete, as that term is defined in Section 9(B) of the Agreement. Signed under the pains and penalties of perjury at Hyannis (Barnstable)this 315t day of March 2017. Paul Roma, Building Commissioner Town of Barnstable Town of Barnstable Regulatory Services ; Richard V. Scali,Director J Building. BARNSTABI;E * BARNSfABLE * b , MASS. K.nS'f:x1 XiLL5RWl[YiL'T A'�Gu+dtF 1639. Paul K. Roma 1639-2014 573 Building Commissioner i' 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma. s Office: 508-862-4038 Fax: 508-790-6230. ' April 3, 2017 To: Ms. Debra Blanchette, Town Treasurer,.Escrow Agent From: Paul Roma, Building Commissioner . Re: Affidavit of Non-Completion Pursuant to Escrow Agreement of April 23, 2013 Dear Ms.Blanchette, { In accordance with the terms and conditions of a certain Escrow Agreement dated April 23,2013 between the Town of Barnstable and Bay Point, LLC, I provide you with the following information.. 1. I am the duly appointed and authorized Building Commissioner for the Town of Barnstable. 2. I have inspected the property at 671 Main Street, Barnstable (Cotuit), Massachusetts as of this date which is after December 31, 2016. 3.. On this date,the.buildings'to be constructed pursuant to plans`entitled, "Bay Point Townhouses Layout&Landscape Site Plan of Land in Cotuit(Barnstable),MA, Revised May 19, 2010"are not substantially complete, as that term is defined in Section 9(B) of the Agreement. Signed under the pains and penalties of perjury at Hyannis (Barnstable)this 3rd day of April, 2017. Paul Roma,Building.Commissioner Town of Barnstable v N88'Ie'55•E Ja•, 570.74' DREX %. Nn EX -------- 1 r v �a I. a*a.l I a v 'dDYro Dx.w tutu F>r } 54.5 If v eamv D..Y.r a•x.p.. g B .. BmE A.umvum va �- uO• 0 ww— Pa R - �4\ PROPOSED PAVED PARXING gig _ Lot Area cb $ Z377 AasaDum I I DURM PPIIIAW MY IWEm . I I Ora c:i.e•„v E - - RT FDa DYw,p owIY,LIIaN \ I I A. I Iae.a - - r¢rAum a.av RImB I - I - _ _ s - AIEA®um�ENw;m IR IxMErtB w xAnweL SfA1E \a; - ——— S>2Z1' G' 1 - .. S� � I I xOeeOt�Dram - - Px• f see ) lac anR2r - _ A¢ r P r WacAReX uAnc .' ,y A rorur,ri'aysu - Yw x' ' tuner,xA a...• c �� _ _ _ ... ZONNG SUMMARY PROPOSED USE . ZOIDNG ORiRIR:RF R[Cw)DZRAL w51RICT - EYISTWG .PROPOSED` - 12 OWEWNG UNITS(16 BEDROOMS)RESIDENTIALUSE.NUMBER OF DWELLING UNITS. 2 '12 DET])RESTRICTIONS LIMITING SITE TO 15 BEDROOMS ' REQUIRED. - - YIN LOT FN IS,120 SF.(RP.O.OJ 16],6,3 5F" ,03,5,3 4 BAY POINT . YDL tnr moxrAGE ,w ,m.5D ,e,30' -REFERENCES - YIN FRONT TRAMn4.5. - - YIN.SIDE SEIBAIX ,5'••SEE YULIIFAMLLY REM SB' 1S5 ASSESSORS MAP 0]s pCL 13 YW.REAR SEIBAIX 15• _ _ ]tB' ,SS' DEED BOOK 19541 PAGE 310 _ j TOWNHOUSELs . SITE IS-LOCALE➢M6NN RESOURCE PRDT tDN OVERLAY - PLAN BOON 101 PAGE SS - ; D STRICT. 1r/`1 11 I I sTE rs LOCATED x11„w THE NP DwEEAY wsTRlcr. OWNER OF RECORD • •SUE PLAN I YL 1 11 �1 SITE IS LOCAIID MiiNW FEYA ZONE C AS WOW ON �a ZTY PAN¢NUMBER 25DOm ODIBD REVISE.➢TILT BAY POwi.N.D OF LAND,IN 2B,.NaEN 025M COTUIT (BARNSTABLE), MA (�7 i NYANMS YA Dxom PARKNG CALCULATIONS: PREPARED FOR LOCUS aY 12 ATfACNED DWELLING UNITS(1.5/ONIT)-18.0 SPACES (/ i _ BAY POINT, LLC 4.Otuit +VISITORS AT(18 X 10%)-+1.8 SPACE I 297 NORTH STREET O Bay 20 SPACES REQUIRED 1p°0"'� _ HYANNIS, MA 02601 , 24 SPACES PROVIDED I *671 MAIN STREET,CO.,MA ' D+A D"'"A done cape engineering, inc. LOCUS MAP SITE COVERAGE 'en R, 1 SCALE.'i'-20' DATE: 11-22-04 A1V1' CIVII. ENGINEERS TOTAL BUILDING FDDIPRIKT:1•,32C 5 i l29R 4-06-06 /_' LAND SURVEYORS REVISED.: 1-6-O6 �� II PAVEMENT,WAVES h PATIOS 1]4] 16 SIR { REVISEC.:4-E-OE WTE aWl¢A aAlw PLS,PE yerm port,me 02675 TorAL IMpERvtous covERAOE�o,91 s, zs:e x<sox o.N. 83p mein BL ouU ASSESSORS YAP 036 PCL is - NANRAL STALE 32,OOD SF-30.9R PROVIDED. ' - PERMIT SEE-NOT FOR CONSTRUCI,ON nt.xA6n,N . ♦♦\ .. NfiPl6'S•E / _ .. \ .''fY .fa• IFnr 1 � .�- ' F'nr \ • �p °� 1 i .. � ° �IJ f F of / I _____�_i ♦ \\\\ ; «DAR I DIPLIX � i /• a-sr. �� nem Itts1 __ _ - /.' ♦\I srne�s �1 � � I \ \ \\ oEa #3 p- r»m1 1 psnl Q rr osnl r I ry- �\ ,,, r �7 �n"nm J I rc \ �r Mqp \ _-______ 'I I / I {ru I n>m>m•/ I 9m o-sr 1 1`♦. 1 ' a ,. I 4.5•T � IR p a 1 I" I / E+lr np •[o �, nN+MO arap, \ p li ✓? ♦6 \\ \ r ♦ •. O O•O O O O r ♦ rm + -6 q)jy I I /e7 PronP.a fp206rRC> \\ `\. - \ U is 1 r_ I a..>--r—a—•—v--r ��r• r r • `l r♦ m. rJLIPay,ys+ir 1 ��Opff ear rrZ.>� m�I \. \\\ \\\ � —b • 'T ;-�\ -�♦ �-\sJ■ �� .�•_� m.e]r \r �s I rbf / '^ II �r�'�r .fir,, 1/ In - / '° �� I �s 2377 Acrea 1 im v'] Lot Area a� I xia \• \ \ - � \ / \� I \ v I IxiSI■ I . ♦+� \ `♦ :\\ /Ir6mmc NaT a«E ua \\p\ �} I ¢ar • �` -+_-rO- peFx � 11 8 �- I R __—.--�-- � \ \\ \\ �n�®9'tlTaOlp n>Nll■ICpIX\\ \ i � _—_ \ [e.a ' 1 ! \ I O .' —� ``\ \ •aR iFri¢m kE \ ♦\ I I pROP� _�r I C ♦.♦ �\ \\ I ua Pxnl A pCf>pRrppl6xlLY. - - ��. - ♦�♦ \ \• xee\espoo roxi m x:I \\\ � mom• I6)Sr snap Pc uimxs�A�i s ua �/ ♦ 4 .. .. - \ \ 6ETalaa x NAIIRLL STAiE \ �� °�°� Y1N t/a'9RIMD pR6C5 6 aG(• • \ \ \ \ I \ ° c—_—vac_ v_v—v_e_— —_ �/♦� i • S aEu A /6p6 > �„ rcvnpr ui warn P 1._ n)nrr.«,N615 (�O • r I.�.. aP p6 � ;� '/6 1 - la GENERAL NOTES: LEGEND: ' E pa��LL NaE BAY POINT - �«,wua,aaAsmMarA�rnrcr•ae�m nmi vxwo;En lm,T rosr . A ate,• ,,,�� :, �a"' o E"�xp,� TOWNHOUSES �pPagp■E GRADING&UTILITIES i I n u x•.®a ar .. m E r 'M' °°n x�u a e s SITE PLANT � �4� E 1� II as .�p�• • op u/ � i n mD GOMp K�\ �J COTLIIT (BARNS TABLE); MA P 'rz+-i-``� I I s® _ •n.rr.,m. .——— ®awx urz HAY POINT LLC WWI -[apl— �one• - - _ - 297 NORTH STREET Cohtit ,rm tp,.p1 wrPoga mP a muxpnax¢npE HYANNIS, MA 02601 Bay ,.mmuxr aim mr°ioc. •x«r s.oe.a we w e r—r— mreaap scam lws #671 MAM STREET,COTM,MA •wA down cape en .aa•�.�p,m P sneer��Ine. 8 r r— v6aaasen pas uxE � vxw®nErnpc SCALE t'-20• DATE- t 1-19-06 r E 1xE wr,o®u•.aparm m mrm.xx a•ama«a6 xom 6mnm — CIVIL S LOCUS MAP I I apao n rarzx va 4 06 08 PE LAND SURVEYORS REV SED.:1-18-0 SOAit t'-pA65' Im m¢a•Aim xmr<¢rnx r+a a,•,n m„r> REVISED.:4-06-06 GATE OWIEi A Ol"PIS, t URVE6 m01a b't yermpathpprt m6 62675- ASSESSORS NAP 036 Po.15 - - - PFR6UT SET—NOT f➢R O>XSIRUCTW W nmxa qc u1w.0 ww - - N --- ---------- Y>el-a . rw M.W �w� a•.vAivE rn uunaEE .. . �a5 SDDD GLM-ED SFPTC T N F y� . ACME PRD'AST OR EQWL - ]SDOlp - . _ a c.. B.ANPHIDRD4E flFACfOR DmiwN1 mmmao w PES mlunua rHo.m nnw- ¢ml n •, tsc ROOF DRAINS SEPTIC PROFILE •omH my ..!�;I;Y;-.� ;mw�'�'mmmY�.0 w r�:m:n ia. CtAd'8.,b,5-a •• IRFNCH CRDm SECTON A-A -yu+ .PAVEMENT CROSS SECTION m Y _ m MMM 3$.::..:...:.:..:.: ^"^'.:`:`• 9 h..:. .:.. :..:.sr'.`• (OLeR D�EfAIL r�: n m� �,,:X.•-:sm/ a~ rr "rm/ SWDa N.�awmY W. u :� " DRAINAGE SYSTEM DETAIL m ` BAY POINT TOWNHOUSES DEPILL T SKEET TO AACCCOMMPAAW Sln 4v- R 4V_ SEPTIC.SYSTEM DESIGN_DATA - _ OF LAND IN TREE PLANTING DETAIL Hf 9 s: HA asDN Ha.AmDN A-4u nu f mT ntD 9PD/9DRmYx,]®Amuse_tE]D DPD DESDH HDA CUTGIT (BARNSTAc LE), MA STE IN—Ell;-Al]4 (E90 W/10.DW SE1. t7m DPD NIDAID PEA],D Ow I-IC OJL WIM PRwmdut VA - PREPARED:OR uvmne n.:vww:.uwOwf�D -. -y„ - HAY POINT. LLC 9PDC LINK.I-OPD.-+.-a950 C4EDN OU.L WIR.TN9(MDT RW.PFA WPo1mRDYE PAOIIEIDNLL PFAYD) - Y�"/7 usE so9s cNLw+x-xa sEPE1C cwN wv w9maED wE -oeeo 297 NORTH PuuP ctuN9m-uwsa]sW Du cvNDEr ARix DUPux Pwws 1xD nm cu RESPJfK cw1 yrc. - -. � HYANNIS. STREET MA 02601IS, ,ESE Ct IAYfR ClA9,SmS fM tF/CUwc 1—.1.EPD/Y"AFQ lJGWn Cope engineering,- tEAsxwc:,es9,soN.1.aD/sp-9:]D s,,s.:ama NEu REnu:m9. 4-06-06 B y; c. - "#67I MA1P1 SIBEET,C01IIPI,A4.1 I 9UoSnE o]ua'e Xn u.]m''P R.E 519a1'RX E.Os'D S-F D ssfEAucl nsxc:f Ac1.1Da=-]9.]a]uD SmP D>tcw w Dx (flnaN SAEER:�) wTE 04UE1.A owA PLS,PE � ^ - :41y CVL EGINEERS gNO SREYOS. SCALE:7 =20• DATE. 1-16-08 REMSM:a-O6-O6 9J9 Mo/n S(rea[ - YARMOU1NPOq T,MASS.. 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F I173dsNLitl ►TOL/iT/fi0 .) fNH '� i �€ �I07/EftBo � s 0 ( TNiH �g 0069 �' 5 IUR10i t400vne .a / . lwruns �. � .--Err �u��'� �` `� # � ��#tom � �Ea€ ` �,�� Fj � �� ,• � R ET f ',R aum �" T# 4 y......�.:9.....W 3 _ vwvm t INS OOE9 l..77'. �r t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION .. Map Parcel(01'"5' T ;f Yd 0 F 5 A R IN S TA BL E Application # 4 ff<� Health Divisionr' Date Issued 1 v Conservation Division Qom, Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Boards Historic - OKH _ Preservation / Hyannis Project Street Address 6171 5�-aV4- Village C 0 {-- Owner ?L rl ZZ� L L C Address ALIL'? rD &49k1 Telephone -7 7-G — Permit Request rn n ,b Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new ,Zoning District Flood Plain Groundwater Overlay ,Project Valuation)/cm Construction Type :Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No, 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 ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name !J aniLOS Telephone Number_ Address 1A t JN'i License # Home Improvement Contractor# Email Q Q (2Md;'. Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO r A nr ted hAJto f Ro I t�Qrvfces, SIGNATURE l- DATE t FOR OFFICIAL USE ONLY t APPLICATION# DATE ISSUED MAP/PARCEL NO. , ADDRESS VILLAGE OWNER F DATE OF INSPECTION: FOUNDATION w' FRAME INSULATION FIREPLACE ELECTRICAL; ROUGH FINAL PLUMBING: ROUGH FINAL-' OAS: ROUGH FINAL FINAL BUILDING - 4, DAT&CLOSED OUT ASSQ!6KTION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers' Applicant Information Please Print Legibly r Name(Business/Organization/Individual): , ' o p s 5 M t Address: I I S aA101 City/State/Zip: MN. O Phone#: �;C)i�, GV? /OG Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.�am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• Demolition workingfor me in an capacity. employees and have workers' Y P t3'• $ 9. ❑Building addition [No workers' comp.insurance comp.insurance. required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE]Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Si ature: �^- Date: — Phone#: Official use only. Do not write in this area,to be completed by city or town official City or T.own: Permit/License a 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 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 nor 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 bum leaves etc.)said person is NOT required to complete this affidavit. 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 call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel,#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 vAwjnass.gov/dia A FYC Guide to Wood Construction in Hi;Ir M-Ad Areas:110 mph FYrad Zone Massachusetts Checklist for Compliance(7so ch-rR 53ot:2.1.i)` Cbeck Compliance 1.1 SCOPE.. WindSpeed{3-sec.gust)........_.........-._..._.-................................._.................................. .....110 mph WindExposure Category................._......................_.................................................................................B Wind Exposure Category.................Engineering Required For Entire Project.......................................0 12 APPLICABILITY i Number.af 'lodes(a roof which exceeds 8 In 12 slope shall be considered a story) stories s 2 stories RoofPitch .._ ..._._......_.....................................................(Fig 2) •--...---• . ......._-•---......_.. 512:12 Mean Roof Height ................._................................. .._(Fig 2)......................_......................_It s'33' Building Width,W ........_......................................_ ... , .(Fig 3)............................... _It s 60' Buildng Length,L ................._._._....................... .......(Fig 3)_................................................_ft s 60, . Building Aspect Ratio(LM) ..............................................(Fig 4).........._......................_..._ 5 3:1 Nominal Height of Tallest Dpening2 ........................._ .(Fig 4).....................................:........ 13 FRAMING CONNECTIONS General compliance with framlrig c innectlons......._......._.(Table 2).........................................._................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concx�te.....................................................:........................................................................... Concrete Masonry ............................................:.............. .. 2-2 ANCHORAGE TO FDUNDATION1'3 - 5/8'Anchor aolts4mbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general.........................................(Table 4)...............................__...._...... in. Bolt Spacing from end(oint of plate..._....... ...........(Fig 5)..................__ .............. Bolt Embedment-concrete.......:.................._.............(Fig 5)...................................._:.......... in.Z 7" Bolt Embedment-masonry._........................................(Fig 5).....:.._..t...._.................... in. Plate Washer-:... ........:................_.........................(Fig 5)........_..._........_................._..k 3"x 3.x,l. 3.1 FLOORS Floor•fr-aming member spans checked ._.._.........................(per 780 CMR Chapter 55 ......._........ 12' Maximum Floor Opening Dimension..........................:......(Fig 6)................ .._..:......._............... Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).......................... ......... MbximLim Floor Joist Setbacks Suppoiiing Laadbeadng Waifs or Shearwall................(Fig T)..................................................___ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8):..................... • .... ft s d FloorBracing at Endwalis............................------•--........._...(Fig 9)..............-............._._..................... ......... Floor Sheathing Type ........_...._.........................................(per 7130 CMR.Chapter 55)....................:.............. Floor Sheathing Thickness ._....................................._.:._..(per 780 CMR-Chapter 55).................._... In- Floor Sheathing Fastening ..............:...(fable 2).. d nails at in edge/_in field 4.1 WALLS Wall Height - ,.• Loadbearing walls " ...(Fig 10 and Table 5) ' .. ... - .......... ........_ ........._ _ft ,10 Non-Loadbearing walls.... .... .................................(Fig 10 and Table 5)..*.................... .._ft's 20' Wall Stud Spacing .........._.............:............................(Fig 10 and Table 5)_....._.... . _in._<24'o.c. Wall Story Offsets' ...................................................(Figs.7 ig 8)_.. .... ...... ......... =ft s d ' 42 EXTERIOR-WALLS' Wood Studs Laadbearing4afis............_......._.................................(Table 5)........................... .2x ft in. - Non-Loadbearing walls...._..........................................(Table 5).............................2x -_f)_in. Liable n a ra ng . Full Height Endwall Studs..._......................................(Fig 10)_....................._............_............. ...:..._. WSP•Atfic Floor Length. ..................:........._..--(Fig 11)_.._..._..........................._.. ft�:W(3 Gypsum Celing Length(if WSP not used)....:..............(Fig 11).......................................... ft Z 0.9W and 2 x 4 Gonfinuous Lateral Brace @ 5 ft.o.c...(Fig 11)................................................_....._.... or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist 6r truss bays Double Top Plate Splice Length ................:........................................(Fig 13 and Table 6)....................................—ft Splice Connection (no,of 16d common nails)..............(Table 6).........................................._...:........ __— AtfIC Guide to Wood Cotrstructian in High Prind Are rs: 110 wph Trrnd Zone Massachusetts Checklist for COMPliance (78o cmR5301.2.1-1)t Loadbearing Wall Connections ' Lateral(no.of 15d common nails)..................._......_.(fables 7)........_.....................................__ Non-Ltiadbeadng Wall Connections Lateral(no.of 16d common Waifs)---.._...____..._.-•-_--(fable B)..------__.._------------------------_-------_. Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ..........._.__...-............................. .Crable 9)..._......_......__.:..._.. _ft_in.s 1 V SIR Plate Spans ....... ....... .(Table 9)......_......_................ —ft_in.<Ill Full Height Studs (no.of studs).............._...................(Table 9).................................................._... Non-Load Bearing Wall Openings(record largest opening btit check all openings for compliance to Table 9) Header'Spans........................ ......................._-.._...(Table 9).............._............... _ft=in.512' ... SIR Plata Spans.........................................................(Table 9).......----•--------------------_-ft_in.912' Fun Height Studs(no:of studs)............................._...(fable 9)........-....................... Exterior Wall Sheathing to Resist Uplift and Shear 5lmuttaneousV Minimum Bunting Dimension,W Nominal Height of Tallest OperringZ .... .................................................................... _. Sheathing Type.................._..........................(note 4)................................................. . Edge Nail Spacing _ . (Table 10 or note 4 if less) Feld Nail Spacing......................_. _.......(Table 1 D)•.--....._................ _..._._..- --... Shear Connection(no.of 16d common nails)(Table 10)---------------_..................................... _ Percent Fun-Height Sheathing..-_...:_-........:...Crable 10)..........._.................................... 5%Additional Sheathing for Wall with Opening>6'B"(Design Concepts)............._.... Maximum Building Dimension,L Nominal Height of Tallest OpeningZ........................ SheathingType...........................................(note 4)--.-.-.----•------•-------••-----------------.--.- Edge Nail Spacing................................_.......(Table 11 or note 4 if less)........................ in. Feld Nail Spacing.------••...............................(fable 11).................................................. in. Shear Connection(no.of I5d common nails)(Table 11).............................._...... ._.._.._.. ..... .._ Percent Full-Height Sheathing.-......-............(Table 11)................................... :._..:.....-_% 5%Additional Sheathing for Wall with'O enin >6'8' (Design Concepts) Wall Cladding Ratedfor Wind Speed?......_.:_..:.................. ........._............ ..................._....._... 5.1 (ZOOFS. Roof framing member.spans checked?._... (For Rafters use AWC Span Too[,see BBRS Websfte) Roof Overhang ...................................................(Figure 19)............. ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls - Proprietary Connectors y Uplift........................................r.......(Table 12)............................................U= pff Lateral....--•......................................(fable 12)........................_....................L= pff Shear............................................(Table 12)...........................................S= pff Ridge Strap Connections, if collar ties not used.per page'21... (Table 13)...............................T= pff Gable Rake Outlooker...........................................(Fgure 20)............. ft_<smaller of 2'or L/2 ' Truss or Rafter Connections of Non-L oadbeadng Walls - I Proprietary Connectors Uplift.......................*...._-..._._-_.(Table 14)........................... Lateral(no.of 16d common nails)...(fable 14).......................................L= . Ib. Roof Sheathing Type ...... ......(per T80 CMR Chapters 5B and 59)............ Roof Sheathing Thickness.................._........___:._._:.............._._.........................._in.2 7116'WSP Roof Sheathing Fastening...............__._.._..._..._......._..(fable 2) ....... .........._...._......._....._. — IoteS: This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of e the following meta(strapsand hold downs are.no t 780 CMR.53D1.2.1.1 Item 1. If the checklist is met in its entirety then g , required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 2b Gage Straps per Figure 11 c. Uplift Straps per Figure 14•. . P P P . d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure iBa and Figure 18b Excepfion Opening heights ofup to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements sh6wn in Tables 10 and 11. The bottom slf plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. ' I r ATYC Giude to Wood Corrdruction in High KndAreas: 110 nzph Frisd Zone AlassacIiusetts Checklist for Compliance(790 CIAR530i?J:i)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: t. Panels shall be installed With strength axis parallel to studs. 1. •All horizontal joints shall occur over and be nailed to framing., OIL On single story construction,panels shall be attached to bottom plates and top member of the double top per• iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band)olst at bottom of panel. Upper attachment of lower panel shall be made to band Joist and lower attachment made to lowest plate at first fioor framing. V. Horizontal nail spacing at'double top plates,band joists, and girders shall be a double row of Bd ' staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection:a)'new house or horizontal addition—required If project Is 1 mile or closer to shore(generally,south of Rte.28 or north of Rta.6) b)vertical addition—not required unless there Is extensive renovation to the first fioor c)replacement windows—needs energy conservation compliance only(chap 93) B.Wood Frame Construction Manual(WFCM)for 110 MPH,Exposure B maybe obtained from the American Wood Council (AWC).website. WHEN TM EDGE RtE M DN Ff�Al[lAtG USEM MAULS • •AT6�I.c ' • II 1 • • 11 I i n 1 1 1 I l � I H 1 ••11 Ji D t 1 1 1- 1 K I Q ' D � It � it ti m• 1 1 )f �I a i t dd �1 It- lai II tl 1 1 tr :l t l I t 1 FRAMING hmam :* , 1 � " � 1 I FDGER�.1@llCTE II L� 1 IV Z spa 1 i DOU$l.E sSRGGH4f� t+tAR SPkGING MIL PATE FW P1kNE3 PANM EDGE LY MUSLE t l&EDGE SPACri1G DMI. See Datat Next P• I on age Vertical and Horizontal Nailing D eta it 9 Verfiaal and Ho>•izontal Nailin • for Panel Attachment for • fnC Panel Attachment 4 ofTME r Town of Barnstable Regulatory Services Richard V.Scali,Interim Director i639 ♦� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete. and Sign This Section If Using A Builder W V'-) AC ,as Owner of the subject property hereby authorize 77�- ie--s ��M i 1 to act on my behalf, in all mattets relative to work authorized by this building permit ('� I MA'S 1144 (Address of Job) **Pool fences and alarms ate the responsibility of the applicant. Pools are not to be filled or.utilized before fence is installed and all final inspections are performed and accepted. k, ell Sw tote of Owner tore of Applicant 7 -i► e SM Print Natne Print Name _ to Town of Barnstable d-. Regulatory Services ' 0F1xe Toys Richard V.Scab,Interim Director Building Division i RARNGTARrA # Tom Perry,Building Commissioner MASS9 19, $ 200 Main Street, Hyannis,MA 02601 fo nnd'� www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB.LOCATION: number street village "HOMEOWNER" name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities'of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness.often results in serious problems,.particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFIIM\FOPMS\bmlding permit forms\EXPRESS.doc IMap Page 1 of 1 Town of Barnstable Geographic Information System New Search Home Help Parcel Viewer Custom Map Abutters= Map Size ®® Zoom Out fl I j I 1 I GIn 0 QD ;: y + to )PG Map: 036 Parcel: 015 Full Property 036019 ,038D20D04. Info q 599 p616 030038 - Location: 671 MAIN STREET(COTUIT) 10038039, Owner: PLM BUZZY LLC 021D08 038081 03808b ,p.0. 1141 No- p821° ryd 039003 03603o Location Information ..__ -----------__.-- ' No p858 036037. Map&Parcel 036015 ` N88 02111a Location 671 MAIN STREET(COTUIT) _ M 38 _ 030052 Acreage 2.34 acres 038017' N 33 038018 p 651 -030031. 1 ,. A 881 wyx. N674 - 021009 036051 'y Mailing Address PLM BUZZY LLC p9 . 120 EAST AVENUE,3RD FLOOR 030032. -038 'A888• ROCHESTER,NY 14610 , q 671 111,11 o3eotd, 038� 088588 FAppraised Value(FY 2015) go p888 036049 Extra Features $17,900 'M, 036912; p 700 �'g899 Out Buildings $18,900 Land $440,800 � ) a38 703i 4 Buildings $158,400 - 038otD F, Total Appraised $636,000 '"�; --�' 038009 0701 036033 �+,*} .8709 N10 - 'N 036002 D210ID p705. A_ssessed_Value(FY 2015) } useIlk o36DD90or Extra Features $17,900 ' 0 217 Feet 0, an9� Out Buildings $18,900 .` n 008 p727 D3A5ar„', Land $440,800 -N 28 '°° - Buildings $158,400 $ Total Assessed $636,000 Set Scale 1°= 217 Aenal Photos ��-- MAP DISCLAIMER >� Copyright 2005.2010 Town of Bamstable,MA All rights reserved.Send questions or comments to GIS BarnstableMA V1.2.5494,[Production]. http://66.203.95.2361/arcims/appgeoapp/map.aspx?propertvID=03... 4/29/2015 i i r_ t j Office of Consumer Affairs and Business Regulation { 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 t Home Improvement Contractor Registration Registration: 100699 - n i ONCAPE C Type: o23 Expiration.: ..6/23/2016 Tr#' 250714 ONSTRUCTION '$ -James Smith P.O. BOX 124' BARNSTABLE, MA 02630 , F n , _ Update Address and return card.Mark-reason for change. cn 1 :; 20M-051±i i...-� Address F Renewal ( j Employment I-- Lost Card L- r 1 i t♦ ._ r.z-.s--.•a,+...x {--.'e".'°"r^a +rv - a. .—z.-.. .: .. .. . ..mot .,.:...-.�} •. w.. .t, ..prone+.n.aWW�'xw�x ��R^' �a+ '.`MIF 1 p� �t 4. • F _ . r s ' 4: � &4 �,.r !i*`s.rF_y '� wri a3 � — �.:;•avW�L`xM Massachusetts -Department of Public lic Safety Board of Building Regulations and Standards Construction Suprn•isor F License: CS-005190 JAMES K SMITH PO BOX 124 BARNSTABLE 11IA r. Expiration commissioner 03/21/2018 s 4 - cururr paler p9paxt=Ut ME DLsriucr, 192 4300 FALMOUTH ROAD, P.O. BOX 451 auw� COTUIT, MASS. 02635 PHONE 508-428-2687 FAX 508-428-7517 November 4.2013 Bay Point LLC 297 North Street Hyannis,Ma 02601 RE, 671 Main Street,.Cotuit.MA Dear Mr.Bornstein, The waterwaslurned off at the street to the main house at.671 .'Main Street on 9/24j08.The cottage in the'rear is serviced off of the maul house,so there is no water fine connection to it from the street Sincerely. Chris Wiseman Superintendent.' Mass. Corporations, external master page Page 1 of 1 William Francis Galvin Secretary of the Commonwealth of Massachusetts r P �b Corporations Division Business Entity Summary ID Number: 464275132 Request certificate New search Summary for: PLM BUZZY LLC The exact name of the Domestic Limited Liability Company (LLC): PLM BUZZY LLC Entity type: Domestic Limited Liability Company (LLC) Identification Number: 464275132 Date of Organization in Massachusetts: 12-11-2013 Last date certain: The location or address where the records are maintained (A PO box is not a valid location or address): Address: 785 WILLIAMS STREET City or town, State, Zip code, LONG MEADOW, MA 01106 USA Country: The name and address of the Resident Agent: Name: PETER M. DAIGLE, ESQ. Address: THE LAW OFFICE OF.PETER M. DAIGLE, P.C. 1550 FALMOUTH ROAD, SUITE 10 City or town, State, Zip code, CENTERVILLE, MA 02632 USA Country: The name and business address of each Manager: Title Individual name Address MANAGER THOMAS EDWARD 120 EAST AVE FL 3 ROCHESTER, NY 14604 MASASCHI USA In addition to the manager(s), the name and business address of the person(s) authorized to execute documents to be filed with the Corporations Division: Title Individual name Address 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 http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.a... 5/9/2014 Bk 28774 Pg214 #13791 2:1•-•23--201M & 12,102w = OMOTs4t3f.E wiry t;XCIB£ TAX MOU O BYAYE EXCISE TAX CAttttSTABLE tTi REGIORY OF DEEDS OA t18TCi�!ltMtYY(tE6X8tRY OF UEkO$ Ratan l�-73�d013 a i'.tss>2¢M Ca is 12-23-x013 0 12,02om Zw141 431 ISns 01 71025 •1 s 431 DocO 7102.5 Cool J21R35.00 Cnnas $110301000,00 Tins QM1.00 Cons, U1 0501000 ...................................... ..............................................................................................................................._...._.................._.................................................4�......... ........ _1...._..;.... • Cl Y1AI.�� •r DAY POINT,LLG,a Muovaoltusotts X.11 HF.d J,1Rltlltty Cotnbany itaving t;prino'pal pteae of busittoss at 297 WWI Sttest,Hyaanls,MA 02601, For Coltslderatim of 014H MtI JOK and FWrY Tk OUSAND and 00/100($11050,000.00) DOUARS patd grants to %M #IUZZY MC, a MgSsaahuSottfl limited liabisty OOMPfW,havlag a snaillag stddroas of 120»astAveauc,31d Flour,!t»ol�vatar,HY 14610 r v&h QUITCLAIM cOV$NANTS the 1a11d togathar with Oto bttthfts thereoll,eNOW in 13at]lstablo(Caiuit),Damstablo C:otmty, MRe$t 0hUSetts,bounded and desodbed as followsl Easterly by Main Stleet,one hundred eigbtyr4ao und 501100(181 r0)£sort Sout]lerly five h dwA gewnty�tvo a}d 65 100(57z 0)feot;t 1�ire Diatrtot, `J Westerly by land now or iotz*of 1.Maynard Giftbxd,Jr.;one Ilundtcd' eighty-Ono and 261100(181.26)feet,and Nortimly by lan 71C.1 ) aontatTttif g a,five a un20d aoiIM INUO and' t Said p1'elttlsts8 eXe shtrwn tix ppcaoi Na.1 raid I'p�reol No.2 on plett of land a u t fid tl"flan of , Laud In Dotult•HamstabiG as.for Rowland 8.0oaka tut,Barrio:A0 f1.to the WA(;1lrtrles N.Savory,G,H.,Navombof 1951",drily filed wall 1 m8tAblo Cawlty ROXIB T of DO*b In Flan >3aok 101,Rage g5. • said yxemtsbs PTO annveyed with the benefit nf61)ONOW11%11611ts attd 1t ututlans of retsord, Itlsofhr as tho amto era lu iaroo and dio6j,hialuding,bra not limited to;34as6me to the Town of �arngtuble regarded itt 1#at�aatabie iteBlelri'of needs Eook�J310,1'agts X371 Comprellanvlv�, `• Plan recorded an o 7Jndaibs�n'a'n sv �d n too1 277606,F4 r68 and PAP ded in Book 6L aG� �32, and Memo a Port seb deed of the TZugm of"Cho Lamar IuevCaabta xrttat dated Rabrttar}►I7,xOQS,atld l :iaCordecl to tlattlatable Yt,egtatry o1']D Doak 19S4i Fags 310;soo also deod tt,Book 19541, pap3l7 and Affidavit and taortlflaatian 1wrded In book 27316,Page ItiS. . i Bk 28774 Pg215 #13791 Bk 27900 P4188 4171.025 Property address: 671 Male Stred,Cotuit;MA,02635 EXECUTED as a,&dated Instrument this da of December,2013. ......................_.... .. ......... BAY POINT,LLC Br, Holly Managomeht and Supply Corp;, Its: Manager Stuart I3orn 'n Its Presidont and duly authoriped COMMONWl AIMIOFMA.9SACHUSI;t"1'S Y 13amstsblc,ss Demnbor, ,2013. The,above nsmed person,Staart Bornstein,bofte me,proved ibrough satlstbtctory evidence of identification,being porsonal knowledge, to be ttlo persocl%vhoft name, is Agned abova, and acknowledged the foregoing to be sued by hire voluntarily for Its stated parpdse,before cue, Notgty pubtici t taty�t!'1 0�r My Cocnmission piross cZ-1 S BARNSTAM RMERY of DEWS May. 6. 2014 1 : 32PM N s t a r No, 4699 P. 2 "NSTAR One NSTAR way EL EC TR/C Westwood,Massachusells 02090 GA 5 May 6, 2014 Bob Welch Bay Point LLC 297 North Street Cotuit, MA 02635 RE: 671 Main Street CTG, Cotuit, MA 02635 Dear Bob Welch: At NSTAR, we're committed to delivering great service. This letter serves as confirmation that, as of November 15, 2013, the electric service to 671 Main Street CTG, Cotuit, MA 02635, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. Sincerely, Kim K. New Customer Connects ionalgrid, November 7, 26f3 Attm. Theresa Busby -Re:.:,-671 Main St Cotuit, MA. This,letter is to notify:you that the gas service to 671 Main St Cotuit-- MA has been cut and.capped at the main on 07110/7013. egard2s, . iane Camara US National Grid Gas Customer Fulfillment- ; Bk 28824 P938 017875 04-27-2015 & 09 2 49a I i CONFIRMATORY REGULATORY AGREEMENT For Comprehensive Permit Projects in Which Funding is Provided Through Other than a State Entity This Regulatory Agreement(this "Agreement")is made as of ft,1ALday of April,2015,by and between the Massachusetts Housing Finance Agency acting as Subsidizing Agency as defined under the provisions of 760 CMR 56.02 (the"Subsidizing A enc "), and PLM Buzzy,LLC, a Massachusetts Domestic Limited Liability Company,having an address at 120 East Ave,Floor 3,Rochester,NY 14604,and its successors and assigns(the "Developer"). RECITALS WHEREAS,the Developer intends to construct a housing development known as Cotuit Center Residence consisting of 8 for-sale Condominium unit residences(the "Project") on a 2.38-acre site located at 671 Main Street,Village of Cotuit in the Town of Barnstable,Massachusetts (the"Municipality"),which property is more particularly described in Exhibit A attached hereto and made a part hereof; and WHEREAS,the Project is being financed with a$2,122,250 construction loan �-� from Eastern Bank(the"NEF Lender"), a non-governmental entity; and WHEREAS, the Massachusetts Housing Finance Agency acts as Subsidizing Agency for the Project, on behalf of DHCD,pursuant to Massachusetts General Laws Chapter 40B Sections 20-23 (the"Act"),the regulations at 760 CMR 56.00, and the Comprehensive Permit Guidelines issued pursuant thereto (collectively,the "Comprehensive Permit Rules");and WHEREAS,the Developer has received a comprehensive permit(as it may previously have been amended,the"Comprehensive Permit")from the Zoning Board of Appeals of the Municipality in accordance with the Act,which permit is recorded at the Barnstable County Registry of Deeds in Book 27606,Page 3, as amended by the terms of this Agreement; and i WHEREAS,pursuant to the requirements of the Comprehensive Permit Rules, twenty-five percent(25%) of the units in the Project(2 units) (the "Affordable Units") will be sold at prices specified in this Agreement to Eligible Purchasers(as defined herein) and will be subject to resale restrictions as set forth herein; and I WHEREAS,the Subsidizing Agency may delegate to an affordability monitoring agent(the"Affordability Monitoring Agent") certain administration,monitoring and I enforcement services regarding compliance of the Project with the Comprehensive Permit Rules during the period of affordability of the Affordable Units; and k l 1;�- Srif NTtF�•� P� s L ae I I • I 8, AtMlicable Law, This Agreement,and the appSication or interpretation hereof, shall be,governed by the laws of The comtrlonwealth of Massachusetts. t shall be binding on the parties hereto,their < 9, indin A en . • This Agreemen so aE•represezntatives;successors.and.ass�..._._......_......_..__._....._......_.__...._.___.__....._....___......_:._„ , ...._.__...�...._.._.....___...._.��-•exernttors;per n . l4• Ieadi • A1l paragraph headings in this Agreement are for the coavenience Of '. of the aph. ' the mean P=8 ed to qualify � reference onlyand ate not intended Q �y 11 T� Ply genefiGiatxes, The Subsidizing Agency,�holder of the mortgage securing the Loan(for so long as the Loan is outstanding)and the MAnicipaiity shaft be entitled to enforce ibis Agreement and may rely on the benefits of this Agreement, 12 �Aee This Agtent supersedes all prior agreements betvveenthe j Parkes with respect to the Project,whether oral or weltten,inciuding without limitation,all correspondence between the parties and between counsel for their respective parties'This eetn eat between the parries hereto with respect to Agreement constitutes the sole and entire agr es with x eat thereto. the subject transaction,and the rights,duties,and bligatio �that a Monitoring Agent is in execufing this Agtperaet�t,the Monitoring Age �covenant or agreement of any kind made i not relying on any statement,representation,waxran ', by the Developer,the Subsidizing Agency or the Manicipalits'or any employee or agent of any i of the foregoing,except for the agreements set forth herein. 13, efua ons. Ashy capitalized term used and not defined herein sl>$ll}rave the same nneaniung as set forth in the Regulatory Agreement. I WITt�31±SS WHEREOF,the parties hereto have caused this Agreement to be duly executed as of the date fulttben above. PLM Betzzy,LLC I ICI {' By: • p ' Hager r: I 3€. 3)' i ;w 3 i i YOM ble Housing Authority i Ziff �' V�IvE�ERC . MASSACHUSMvis HOUS]Nc;FINANCE kGBNCy,as Subsi&Wg Agawy as aforesaid Br Gregory P.,WiUon,Manager of ComprehmAve Fwrdt Programs • l A is SARNSTAsLE RE ipy OF DEEDS Jahn F.Meade,Register BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY;ATTES T jO'riN F,f�1EApe R�CIS�R ParcelEdit Page l of 1 o' flr�kA.SSA \ "�° :., e � '�.�D Pi h{t'✓ :ri^ �yt/M��:/TrYf'.: d �dw Logged In As: Thursday,November 14:20 5. Frank Schlegel Parcel Application:Center- Road'Svstem,Reports` Road:.Systern -Parce'I-Detail ParcellD: 036015 Sewer;Aect: 1 I T/R �Upd 2 Devel Lot:. IPARCEL 1 &2' I owner; 18AY POINT, LLG Co Owner: Street: 2-97 NORTH STREET' City: HYANNIS i State;- MA 2,,ip 02601 Location: 671 MAINSTREET COTUIT village: Cotuit .,. Road Index.: 0951- pri Frontage;; 182 _ Toset.road;you can also enter road lndez'and tab out of field,: SecondaryAciad; I�! Sec Index: Sec:, 0 Visions Location; 671 MAIN STREET(COTUIT) j Last Updated: _.. 1 --------------- :No. Bldgs: 2 I -Account No:(. 21577 Lot Size (acres): 2 38000459 State Class: 1090 'Year Added:, 19.00 Fire Dist: 2 t Deed Date: 2/171200.5' :j: Deed;Ref: 1.95411317 Land'Value: 454400 Bldgs.Value:. 1,:9..8200 ,Extra Features . 25000 _. Condo complex: i Building Unit: , Update," littD://i8sal2/iiitranet/i)roi)data/Dledit.aSDX?lD=PL2353 11/14/2013 • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION' Map Parcel D LS Application # � Z Z Health Division Date Issued Conservation Division Application Planning Dept. Permit Fee U Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Co�� f✓�q/� �'� �� `'" -Village Owner 1M v ZZt:�,_ �_L_ Address ` 0 ✓e. ad, r6e1�G Telephone - - - Permit Request CANS r�ck�� r-)ew 11aAx oq4 6 A—nP ,Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type 1 Frq_11_1C Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout 216ther �. 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 yx Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION F --� -- -- -._(BUILDER OR HOMEOWNER) Name � �, �, p &f►'�-Vn Telephone Number �� - 7 7�0 '� ��7 7 i 1 Address k a camp License # C S /0 7 7 Home Improvement Contractor# 129 a Email 019000, Mc&r A &1'i WQ o Ma Worker's Compensation # ALL CONSTRUCTI DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO r�► C,iC2NCea 6 SIGNATUR DATE 7 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 �7 ~ DATE CLOSED OUT r C ASSOCIATION PLAN NO. I { cR%mxx..aw a mnnr,Ma cva33. �.Paftt C 'NN00xNl.F 9. IIl�ITTT _ M - ON D:N1ER i0 Grow On'w.oy - F09u 14N9SCAPL �-- A�`!Mt M�_WNS Oxf]'I2CAx9 Wp. 57O.14'Ow I108'+ . ec sn_p PATw ' p PAIKf nw NELL [.Rf B/Nmpwu%6rnx.oy P1[O - C,�im aL9N _ I o #675 D 675 B -1, ® ® M�EL55N9BLD tll ow cE 6 � � 675.B-1 DARN�1 (r �„M,pp.l91P � -�-, ARu azwa Ina 1D EE IE:TANB)N xAnwL srA1E p I I I�� c�f s Bw.u'�. m p 1✓ 1 , rANYRVATMII R[SMCGpp ro eL 9wutRa p '1r�LJ 1 ®o CONII RRr LuSaAlt1 �. io°Mc.uA ww.S - p / p P PROPOSED PAVED PARKING ' VJw I 7 23.0' 1 23.0' ¢ Lot Area CONSERVATION 2.34 TOTAL ACRES O Q,90 9a411 (D B I E( � O Q �, � *w�i � � � _ EASEMENT 1.05 ACRE RESTRICTIVE EASEMENT _ 4 �p. ' ®® Q FOR COTUIT FIRE DISTRICT/WATER DEPT. 6�9LTER:MfE o � 675 G2 ,.. ioexbe 675 A- � OPxGPDEro 9RLi,.9 pFIX I' E•i s f_/n P SIOEwµN C pNN E".'A", 29D�9 #675 Gi 1#675A-1 � o o ——— . wA KS w IRar+r a'Fda O vgno - FAno Popp k . p - PAM �O im.i 41p _ 299.58' sBB'M'SO`N p f 572.21 .P,ro 1 Lbw En9nx9 fAnAGE BxDt R,puRO s Mtt[5//CM(Rlftl Px!L✓3 H �.SP pptae/Y� I co°MIMx mau -I ,eEg100Y xxeul w:oml/ i e e9e a� - \ a .relax P 4.vcraacK caR/xE a 1J I S' I ENSnNGc 1 1099 \\ s99M�51 I6B9 - o H Dx1:ulx MA3 \ c P7a3.3 \\\ E%iSnrvc \ DMILIND ZONING SUMMARY RAIN GARDEN PLANTS ZONING MSTRICl RF RESIDENRAL DISTRICT MISTING PROPOSED : PLANT NAME 512E A COTUIT CENTER RESIDENCES USE NUMBER OF DWELLING UNITS 2 B MI LOT SIZE 87.120 SF.(R.P.O.D.) 103.513 SF 103.313 SF CLEMRA ALN1FOUq A2 +6 FMLY.BAY-POINT TOWNHOUSES) M, LOT FRONTAGE I50' 181.50' 181,60' VACCINIUN CORYMBOSUM A2 13 - WN.FRONT SETBACK " -5' S4.5' REFERENCES 0 ILE%VERDGLLATA� A2 5 LAYOUT&LANDSCAPE WN.SIDE SETBACK is'SFE MULDFAMKY REDS. S.w 15A'. WN.REAR SETBACK 15, 31. 284.9' ASSESSORS MAP 038 PCL 15 r REDOSIER RED-TWS DOGWOOD 02 11 DEED BOOK 19541 PAGE 310 - SITE PLAN 15 LOCATED"THIN RESOURCE PROTECTION OVERLAY - PLAN BOOK 101 PACE 55 DISTRICT. SITE IS LOCATED YATI9N THE w,OVERLAY DISTRICT. _ - OF LAND IN SITE IS LOCATED w1TNN FEMA ZONE C AS SNOM ON _ OWNER OF RECORD COTUIT (BARNSTABLE), MA -COMMUNITY PANEL NUMBER 26000I WI8D REVISED DULY O 2,102, BAY POINT,LLC - - PREPARED FOR PARKING CALCULATIONS: "ANMs NA 02601 PLM BUZZY, LLC 2804 ELMWOOD AVE, SUITE 352 _ ROCHESTER. NY 14618 LOCUS 8 ATTACHED VISITORS UNITS(X IOX)T)-12.0 SPACES _ _ COIYII +Ns7ra8s AT(n K+ml)..+.2 SPACES - N 50e-Sea-as41 - A1671 MAEN STREET,C(FTUIT,MA Q +3.2 SPACES REQUIRED iav SOB-382-8980 SCALE: V-20' DATE: 11-22-04 16 SPACES PROVIDED dexnc°pfi.ppm m REVISED.:1-19-06 REVISED.:5-30-07 OWq CQDQ !N8%Bf!!%OBI.MO. REVISED.:4-6-0fi REVISED.:8-19-08 SiTE COVERAGE: REVISED.:2-27-07 REVISED.:4-10-09 TOTAL BUILDING FOOTPRINT: 13,489 SF SF�13.0R land surveyors REVISED.:4-5-07 REVISED.:5-8-09 LOCUS MAP land surveyors �� PAVEMENT,WALKS!PARII-1j`IZL,L—L4.7$.— REVISED, 12-16-14(TOWN COMMENTS) 6CALE t"�9085' TOTAL IMPERVIOUS COVERA(2:2 0 SFF 11TT77%%<50%O.K. 939 Moln Street(Rfo 6AJ SCW6:+�'20' REVISED,7-6-75(RISE B'S,CAR.) ASSESSORS MAP 038 PCL 15 NATURAL STATE:45,6113 SF-44.+;PROVIDED, OAIE 0/u1I[L A OJALA P.E.P.L.S. o YARM012.75 ,o yp � /TLi SHEET 1 OF 3 OU7T/PORr MA 27te Comtrmprrst uffi ofMassacbuseas Departinwt rr,f hu ustrialAccidents - 0jWe of nvestigafions 600 Washington Street Bosfan,MA 02M wnhv masmgovdux W-orke.rs' CompensatianInsura-ace Af$davit:Builders/Contractors/Electricians/Plumbers Applicant Infarmation Please Print,Legibly �am�(Btls¢te�/ mi�:tfinnFfnr}iv�dtta�: ��n11 p��L—�-1--t'�� mess:--31A mo 6k ' CYtyfStatrJZip: " Phone#: �0 0` 77o-s /577 Are you an employer?Check the appropriate box: T of o'ect r 4. I am a contractor and I J3ie pT' J (�q°�'rea}: L❑ I am a employer with al employees(full an(Vorpart4ime)* have hired the sub-contractors. 6- New oomstrzzcfiou 2:❑ I am a sole proprietor or partner- listed on the attached sheet 1 7. ❑Remodeling ship and hate no employees These sub-contractors have S. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp-fimm-anre comp.msurafl t . required] 5. ❑ We are a corporation and its 10_❑Electrical repairs or additions 3_❑ I am a homeov mer doing all work officers have exercised their I1_❑Plumbing repairs or additions mysel€[No workers'comp- right of cxmmption per MGL 12_0 hoof repairs insurance required]T c-152, §1(4),and we hatie no employees_[No workers' 13.0 Other comp-insurance required:1 ' *Amy appUomt that dhedcs box#1 least also fill out the section below shoving tbe-rr wo dces'compens&doa policy infhttoadm T Sameawnets who submit this affidavit indicating they ate doing all work and then bire outride contractors nest submit a new affidavit nofde.'in sorb t0Dnica,cmrs that check this boa mast attached as additional sheet showing the name of(he sob-oomft2cton and sWE whether ormot those emities have employees. Ifthe sn6-coutict rsh—employees,they must gmvide their work—'Comp.policy number I am an employer that isprotidi ng itwrkers'compensation insurance far nzy employees. Below is Ste pa cy and job site infof matIvfL Insurance Company Name: Policy 9 or Self-nits.Lic.#: Expiration Date: Job Site Address: Cttylstatelzip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as requiredunder Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one year imprisoumeut,as well as civil penalties in the form of it STOP WORK ORDER and a fine of up to$250-00 a day against the'violator. Be advised that a copy of this statement maybe fiorwarded to the Office of Imreudgations of the DIA for insm-+nce coverage omrification_ I do J'acarebp fy ender tha its anrdponaUies ofpedu the information prinided abmw is iron und.correct C ]sate: Phone#: O 7 e 01idal use 071lry. Do not write in this area,to be completed by city or town officiaL City or Town: PermitUceuse Issuing Authority(Circle one): 1.Board of Health 2.Binding Department 3.Cit Irowa Clerk 4.Electrical Inspector 5.Plumbbag Inspector 6.Other Contact Person. Phone#: 6 1 i 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 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 Iocal 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 nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the inssurance 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-contractors)name(s),address(es)and phone numbers)along with their cerftficate(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 ou 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 permitA icense number which will be used as a reference number. In addition,an applicant that must submit multiple permitllimnse 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 bum leaves etc.)said person is NOT required to complete this affidavit 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 call The Department's address;telephone and fax number. The Commonwealth of Massachusetts Depai went of Ind al Accidents office ofjawstiga Lions 600 Washington Street Easton,IAA 02111 Tel.#617-727-49-00 Qxt406 or 1-977 MASWE Revised 4-24-07 Fax# 617-727-7749 Www.mass,gov/dia �TME Town of Barnstable Regulatory Services '* snaxar�sr.E, • M�+ Richard V.Scali,Interim Director 1639. o ' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must _ Complete and Sign This Section If Using A Builder I�—fi-=-OW 45 MASS 4G d ,as Owner of the ro subject l property hereby authorize_ �,2� . to act on my behalf, in all matters relative to work authorized by this building permit 01 Ma J. 6�+- Cod ui+ (Address of job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signa e o Owner "Signatumteoft Print Name ,Print Name Date Q:F0RMS:0V8gMPEPMISSI0NP00LS 10113 . 1.V yr u vi Regulatory Services Richard V.Scali,Interim Director VIE Rich Building Division Tom Perry,Building Commissioner ' Hyannis,MA 0260 200 Main Street, Hy 1 • a6 p1�G WWW.town.barnstable.ma.us ` Fax: 508-790-623.0 Office: 508-862-4038 HOMEOWNER LICENSE EXEMPTION Please Print DATE: „ JOB LOCATION. village street number "HOMEOWNER": work phone# home phone name # CURRENT MAIL NG ADDRESS: city/town state zip code possess a license, royided that the owner acts as supervisor. The current exemption for"homes".�'�'�extended Ilto�include owner occupied dwellings of six units or less an to ow engage an individual for hire who does P HOMEOWNER o_ homeowners toDEFINITION OF H to be a one or two- Person(s) DE 's or is intended , Person(s)who owns a parcel of land a n which e accessory to such she resides or use and/or farm struccturesintends to reside,on which s..eA Person who constructs more than one on a form family dwelling, attached or detach home in a two-year period shall not be considered a homeowner.le Such "hop h wo k' erfo�d submit shall d b �to the Building Official (Section acceptable to the Building Official,that he/she shall be res ansiti - 109.1.1) for compliance with the State Building Code and other applicable codes, The undersigned"homeowner"assumes responsibility P bylaws,rules and regulations. -' ,-. ; % : • ;*,� a.� ` caner"certifies that he/ understands the Town of Barnstable Building Department minimum inspection The undersigned"homeo said rocedures and requirements. procedures and requirements and that he/she will comply P Signature of Homeowner Appioval of Building Official P y Code ' dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Note: Three-family g _ Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION if the homeowner of construction Supervisor from the provisions of this sectiont. The Code states that: "Any homeowner performing work for whi s);provided that a building permit is required shall be exemp (Section 109.1.1-Licensing eowner shall.act as supervisor." engages a person(s)for hire to do such work,that such Hom ssuming he esponsibilities of a Many ho meowners who use this exemption are unaware that they o saSection 2t15�rThis lack of awareness often r . (see Appendix Q,Rules&R% egulations for Licensing Construction 5upervis , Board results in serious pro blems,.particularly when the homeown licensed Suer hires pervisor. The homeownd persons. In er acting s Supervisor is t proceed.against the unlicensed person as it would withmmun a hce P ultimately responsible. To ensure that the homeowner is fully,'aware of his/her responsibilities, iresponsibilities' sponsibil tie of a1Supervisor� On the last as part of page permit application,that the homeowner certify that he/she unde . of this issue is a form currently used by several towns. You may care t amend and adopt such aform/certification for use in. your community. forms\EXPRESS.doc Q:\WPFILES\FORMS\building permit Revised 061313. :,a, 11M Massachusetts -Department of Public Safety `-� Board of Building Regulations and Standards C«n.tructimi SuperN ism- License: CS-107897 DANIEL MCGRATH � 312 CAMP STREET West Yarmouth MA 02673 J. .•� „ Expiration Commissioner 06113/2018 1 Office of Consumer Affairs and.Busmess Regulation 10 Park Plaza- Suite 5170 Boston;Massachusetts 02116 Home Improvement Contractor Registration Registration: 179293 Type: Individual Expiration: 7/15/2016 Tr# 254877 DANIEL J. MCGRATH DANIEL MCGRATH 312 CAMP STREET WEST YARMOUTH, MA 02673 Update Address and return card.Mark reason for change. Address ❑ Renewal Employment Lost Card SCA 1 0 20M-W1 t' C1/rs Affairs irroc«lf/o Regulation (t License or registration valid for individul use on �\ Office of Consumer Affairs&Basi�ess Regulation � IY 1 OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistr on: 179293 Type-_ UB'ice of Consumer Affairs and Business Regulation xpiration :,:7/15/2016 Individual 10 Park Plaza-Suite 5170 y Boston,MA 02116 DANI T J.MCORATH .. DANIEL MCGRATH 312 CAMP STREET WEST YARMOUTH,MA 02673 Undersecretary Not valid witho 4"^toej o w C' SEA&B Enginrermg)F BARNSTABLE P.O. Box 688 Eastham MA 02642�.06881 k (508) 240-3987`2 ._. � . August 10, 2015 G fVTSI( c t .tgm Mr. Frank D. Ciambriello 302 Setucket Rd. Dennis, MA 02638 /ic Reference: Buzzy Garage,671 Main St., Cotuit,MA Dear Frank, This garage has been evaluated according to your drawings,the requirements of the 8`h edition of the building code, for wind exposure B and the WFCM guide(wood framing construction manual). General • The garage second floor support beam-is to be a 5 '/4 x 11 7/8 LVL. This beam may be made up of three 1 3/4 x 11 7/8 LVLs connected as shown in sheet 16, Assembly B. • The garage beam is to be supported with two 3 `/2 in. dia. standard lally columns, concrete filled, equally spaced and connected to the beam with Simpson LCC5.25-3.5 connectors. The footings for these columns are to be 22 in. min. x 22 in. min. x 11 in. min: deep with no rebar. The lally columns are to rest on steel base plates on the footing, 10 in. x10 in. x '/2 in. thick, secured with two 9 inch long;3/8 in. dia. Hilti bolts into the concrete with one centered at each side of each column in the direction of the beam. The columns are to be welded to the base plates with 1/16 in. fillet welds all around. The base plates may be embedded into the footings for flush surfaces if desired. • At each end of the second floor support garage beam, the bean is to be supported with 4x4 columns, connected to the beam with Simpson EPC 64 connectors. • Garage second floor joists are to be 2x1Os at 16 in. o.c. - • Garage wall studs are to be 2x6s at 16 in. o.c. - • Simpson H2.5A connectors are to be provided at all rafter and upper plate intersections. • All tither parameters are to be as shown on the drawings. Analysis The wind load selection is based on based on roof pitch;wall and roof surface area, and area section location. The main roof angle for the garage is 33.69 degrees. Maximum horizontal wind load for this angle is 21.8 psf. This resolves to a vertical wind loading of 10.06 psf. The horizontal wind shear load for external walls is 22.6'psf. Total vertical loading on the roof consists of snow plus.%vertical wind and material weight. Second floor live load is 40 psf. All material weight is evaluated and combined in by the computer. Analytical sheets: • Sheets 1 to 7 show the garage section model,vertical loading illustration, node identification, member identification, maximum node deflections, maximum member stress,and support reactions for the vertically loaded model. • Sheets 12 to 15 are the analytical sizing sheets for the garage beam and column support footings. • Sheet 16 shows connection requirements for multiple member LVL beams. Please let me know if you have questions. Regards, Richard'PI. Anderson � Q t Job No Sheet No Rav Software licensed to Microsoft Part Job Title Ref Ole By Dick A oatel0-Aug-15 Chd Client File Buzzy.std Datemme 10-Aug-2015 15:40 i �2x Load 3 l PrintTime/Date:10108/201515:43 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run t or t a } ',Job No Sheet No Rev ,- A Software licensed to Microsoft Part Job Titte Ref By Dick A Date10-Aug-15 Chd Client File Buzzy.std °� f1B 10-Aug-2015 15:40 t Z G Load 3 Print Time/Date:IOIOW015 15:43 STAAD.Pro V8i(SELECTSeries 5)20.07.10.66 Print Run 1 or 1 - Job No Sheet No Rev Software licensed to Microsoft Part Job Title Ref .� 13Y Dick A Date10-Aug-15 Chd Client File Buzzy.std DateRme 10-Aug-201515:25 3 8 4 8 ! 2 _ X •5 1 Print Tme/Date:10IM015 15:27 STAAD.Pro V8i(SELECTseiles 5)20.07.10.66 Print Run 1 of 1 "4 Job No Sheet No Rev Software licensed to Microsoft Part Job Title Ref By Dick A Date10-Aug-15 Ch Client File Buzzy.std DaterTme 10-Aug-2015 15:25 114 8 8. b._. 4 Z 1 Print Time/Date:10/08/2015 15:27 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run t of t Job No Sheet No Rev Software licensed to Microsoft Part Job Title 'Ref AZO By Dick A Date10-Aug-15 Chd Client File Buzzy.std Date>Tme 10-Aug-2015 15:40 Node UC X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan (in) (in) (in) (in) (rad) (rad) (rad) 8 3 -0.002 -0.031 0.000 0.031 0.000 0.000 -0.001 7 3 0.002 -0.631 0.000 0.031 ,0.000 0.000 0.001 8 1 2 -0.002 -0.028 0.000 0.028 0.000 0.000 -0.001 7 2 0.002 -0.028 6.000 0.028 0.000 0.000 0.601 3 3 0.000 -0.027_ 0.000 0.027 0.000 0.000 -0.000 3 2 0.000 -0.025 0.000 0.025 0.000 0.000 -0.000 2 3 -0.005 -0.010 0.000 0.011 0.000 0.000 -0.002 4 3 0.005 -0.010 0.000 0.011, 0.000 0.000 0.002 2 2 -0.004 -0.009 0.000 0.010 0.000 0.000 -0.002 4 2 0.004 4009 0.000 0.010 0.000 0.000 0.002 8, 1 -0.000 -0.003 0.000 0.003 0.000 0.000 -0.000 7 1 0.000 -0.003 0.000 0.003 0.000 0.000' 0.000 3 1 0.000 -0.003 0.000 0.003' 0.000 0.000 -0.000 2 1 -0.000 -0.001 0.000 0.001 0.000 0.000 -0.000 4 1 0.000 -0.001 0.000 0.001 0.000 0.000 0.000 6 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 3 0.000 0.000 U00 0.000 0.000 0.000 0.000 1 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 1 0.0001 0.000 1 0.000 0.000 0.000 0.000 0.000 Print TimefDate:10/08/2015 15:44 STAAD.Pro V8i(SELECTsenes 5)20.07.10.66 Print Run 1 of t Job No Sheet No Rev p Software licensed to Microsoft Part Job Title Ref By. DiCkA Date10-Aug-15 Chd Client File Buzzy.std D"err' 10-Aug-2015 15:40 Cont.. Beam UC Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z (psi) (psi) (psi) (psi) (psi) (psi) 9 2 0.000 41.466 0.000 -231.268 -242.734 16.218 0.000 10 3 0.917 -12.527 0.000 -234.648 -247.175 -17.293 0.000 9 i 3 0.083 -12.643 0.000 235.540 -248.183 17.204 0.000 5 2 0.250 -36.611 0.000 219.853 -255.465 7.024 0.000 t 6 2 0.750 -35.604 0.000 220.811 -256.415 -6.994 0.000 10 3 1.006 -12.270 0.000 -251.208 -263.478 -17.732 -0.000 9 . 3 0.000 12.386 0.000 --252.278 -264.664 17.653 0.000 5 2 0.500 35.611 0.000 230.899 -266.511 -5.852 0.000 6 2 0.500 -35.604 0.000 231.287 -266.891 5.882 0.000 5 3 0.250 39.282 0.000 238.293 -277.575 7.473 0.000 6 3 0.750 -39.274 0.000 239.344 278.618 -7.440 0.000 5 2 0.333 -35.611 0.000 250.494 -286.105 2.732 0.000 6 2 0.667 -35.604 0.000 251.261 -286.865 -2.702 0.000 5 3 0,500 -39.282 0.000 248.791 -288.073 -6.359 0.000 6 3 0.500 39.274 0.000 249.216 288.490 6.392 0.000 5 2 0.417 -35.611 0.000 254.176 -289.787 -1.560 0.000 6 2 0.583 -35.604 0.000 254.753 -290.357 1.590 0.000 5 3 0.333 39.282 0.000 270.752 310.034 Z862 0.000 6 3 0.667 39.274 0.000 271.594 -310.868 -2.829 0.000 5 3 0.417 -39.282 0.000 274.251 -313.533 1 -1.748 0.000 ,6 3 0.583 -39.274 0.000 274.885 314.159 1.781 0.000 5 2 0.617 -35.611 0.000 -289.857 -325.469 -27.312 0.000 6 2 0.083 -35.604 0.000 -290.420 -326.024 27.342 0.000 5 3 0.917 -39.282 0.000 -312.905, -352.188 -29.412 0.000 6 3 0.083 -39.274 0.000 -313.523 -352.797 29.445 0.000 5 2 1.000 -35.611 0.000 -474.884 '-510.495 -31.604 -0.000 6 2 0.000 -35.604 0.000 -475.636 -511.240 31.634 0.006 5 3 1.000 -39.282 0.000 -512.123 -551.406 -34.023 -0.000 6 3 0.000 -39.274 0.000 -512.950 -552.224 34.056 0.000 r Print Time/Date:10/08/2015 15:45 STAAD.Pro V8i(SELECTseries 5)20.07.10:66 Print Run 8 of 8 Job No 1 SheelNo y Rev - Software licensed to Microsoft Part Job Title Ref -e q By Dick A Date10-Aug-15 chd Client . - .File Buzzy.std DateRme 10-Aug-201515:40 Node L/C Force-X Force-Y Force-Z Moment-X Moment-Y Moment-Z (kip) (kip) (kip) (kip'in) (kip'in) (kip-in) 1 3 0.022 0.903 0.000 0.000 0.000 -0.849 5 3 -0.022 0.903 0.000 0.000 0.000 0.854 6 3 0.000 0.825 0.000 0.000 0.000 - 0.019 1 2 0.020 0.806 0.000 0.000 0.000 -0.782 5 2 -0.020 0.806 0.000 0.000 0.000 0.786 6 2 0.000 0.766 0.000 0.000 0.000 0.017 1 1 0.002 0.097 0.000 0.000 0.000 -0.067 5 1 -0.002 0.097 0.000 0.000 0.000 0.068 6 1 0.000 0.059. 0.000 0.000 0.000 0.002 L Print Time/Date:1 0/08/201 5 1 5:46 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run t of 1 Job No Sheet No Rev - Software licensed to Microsoft Part Job Title Ref �i�fz,04 ey Dick A Date10-Aug-15 Chd File Client Date/Time 10-Rug-2015 15:54 Buzzy,wind shear.std . l Z � Load 2 Print TimelDate:10/=2015 15:54 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run t or 1 'Job No Sheet No Rev Software licensed to Microsoft. Part Job Title Ref , BS': ay Dick A Date10-Aug-15 Chd CIieM File DateRme Buzzy,wind shear.std 10-Aug-2015 15:54 t Node L/C X-Trans Y-Trans Z-Trans Absolute X-Rotan Y-Rotan Z-Rotan (in) (in) (in) (in) (rad) (rad) (rad) 8 3 -0.012 -0.017 0.000 0.020 0.000 0.000 -0.001 8 2 -0.012 -0.014 0.000 0.018 0.000 0.000 -0.001' 7 2 -0.010 0.007 0.000 0.012 0.006 0.000 -0.000 7 3 -0.010 0.004 0.000 0.011 0.000 0.000 -0.000 3 3 -0.004 -0.005 0.000 0.006 ' 0.006 0.000 -0.001 2 3 -0.002 -0.005 0.000 0.005 0.000 0.000 '-0.001 3 2 -0.004 =0.002 0.000 0.005 0.000 0.000 -0.001 4 3 -0.003 -0.003 0.000 0.005 0.000 0.000 0.001 4 2 -0.003 -0.002 0.000 0.004 0.000 0.000 0.001 2 2 -0.001 -0.004 0.000 0.004 0.000 0.000 -0.001 8 1 -0.000 -0.003 0.000 0.003 0.000 0.000 -0.000 7 1 0.000 -0.003 0.000 0.003 0.000 0.000 0.000 3 1 0.000 -0.003 0.000 0.003 0.000 0.000 -0.000 2 1 -0.000 -0.001 0.000 0.001 0.000 0.000 -0.000 4 1 0.000 -0.001 0.000 0.001 0.000 0.000 0.000 6 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6 3 0.000 0.000 '0.000 0.000 0.000 -0.000 0.000 5 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 3 0.000 0.000 0.000 0.000 0.000 '0.000 0.000 1 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Pant Time/Date:10/0&2015 5:55 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Print Run t of 1 I r n-7 Job No Sheet No Rev Ar Software licensed to Microsoft Part Job Title Ref By Dick A Dale10-Aug-15 Chd Client File DateRme Busy,wind sheacstd 10-Aug-2015 15:54 ' Beam UC Section Axial Bend-Y Bend-Z Combined Shear-Y Shear-Z (psi) (psi) (psi) (psi) (psi) (psi) 4 3 0.000 34.989 0.000 -501.181 536.170 22.427 0.000 4 2 0.000 25.899 0.000 -483.808 509.706 22.179 0.000 6 3 0.000 24.784 0.000 452.562 477.347 31.794 0.000 6 2 0.000 28.454 0.000 -415.249 443.703 29.372 0.000 4 •3 0.083 35.210 0.000 -317.895 353.105 19.012 0.000 4 3 1.000 37.639 0.000 -295.794 333.433 -18.557 -0.000 4 2 1.000 25.899 0.000 -304.758 330.657 -18.805 -0.000 4 2 0.083 25.899 0.000 -302.716 328.615 18.763 0.000 6 3 0.083 24.784 0.000 -267.342 292.126 27.183 0.000 6 2 0.083 28.454 0.000 -244.239 272.693 25.080 0.000 6 3 0.583 24.784 0.000 235.828 260.613 -0.480 0.000 6 3 0.500 24.784 0.000 224.366 249.150 4.130 0.000 6 2 0.583 28.454 0.000 215.697 244.151 -0.672 0.000 6 3 0.667 24.784 0.000 218.332 243.116 -5.091 0.000 6 2 0.500' 28.454 0.000 206.437 234.891 3.620 0.000 6 2 0.667 28.454 0.000 197.999 226.453 -4.964 0.000 6 3 0.417 24.784 0.000 183.944 208.728 8.741 0.000 4 3 0.167 35.431 0.000 164.821 200.252 15.596 0.000 6 2 0.417 28.454 0.000 170.218 198.672, 7.912 0.000 6 3 0.75or 24.784 0.000 171.875 196.659 -9.702 0.000 4 3 0.917 37.419, 0.000 -146.739 184.157 -15.142 0.000 4 3 0.583 36.535 0.000 147.353 183.888 -1.481 0.000 6 2 0.750 28.454 '0.000 153.342 181.796 -9.256 0.000 4 3 0.500 36.314 0.000 145.344 '181.658 1.935 0.000 4 2 .0.917 25.899 0.000 -153.508 179.407 15.390 0.000 4 2 0:167 25.899 0.000 -151.838 177.736 15.348 0.000 4 2 0.500 25.899 0.000 149.548 , 175.447 1.687 0.000 4 2 0.583 25.899 0.000 149.363 175.261 -1.729 0.000 8 2 0.000 11.459 0.000 163.388 174.847 -3.685 0.000 8 3 0.000 16.881 0.000 1.56.625 173.505 -2.212 0.000 6 2 1.000 28.454 0.000 -142.378 170.832 -22.132 -0.000 1 8. 3 •1.000 14.964 0.000 -151.640 166.604 -5.551 -0.000 6 3 1.000 24.784 0.000 141.253 166.037 -23.534 -0.000 8 3 0.083 16.721 0.000 141.064. 157.785 -2.490 0:000 1 3 1.000 49.649 0.000 107.170 156.819 -1.524 -0.000 4 3 0.667 36.756 0.000 119.149 155.905 -4.896 0,000 8 2 0.083 11.459 0.000 139.001 150.461 -3.685 0.000 4 3 0.417 36.094 0.000 113.122 149.215 5.350 0.000 4 2 0.417 25.899 0.000 119.521 145.420 5.102 0.000 4 2 0.667 25.899 0.000 118.964 144.863 -5.144 0.000 1 3 0.917 49.870 0.000 -93.693 143.562 -1.524 0.000 8 2 1.000 11.459 0.000 -129.246 140.705 -3.685 -0.000 8 3 0.167 16.561 0.000 123.66 1140.223 -2.768 0.000 6 3 0.333 24.784 0.000 114.562 139.346 13.352 0.000 6 3 0.167 24.784 1 0.000 -111.081 135.865 22.573 0.000 6 2 0.333 28.454 0.000 107.041 135.496 12.204 0.000 PrintTime/Date:1 OIO8QO 15 15:56 STAAD.Pro V8i(SELECTsenes 5)20.07.10.66 Print Run 1 mg 4 -� --- Job No Sheet No Software licensed to Microsoft . Part Job Title Ref 1 By Dick A Date10-Aug-15 Chd Client - _ File Buzzy,wind shear.std oa.lelr"fe 1(-Aug-2015 15:54 Node L/C Force-X Force-Y" Force-2 Moment-X Moment-Y Moment-2 (kip) (kip) (kip) (kip'in) (kip'in) (kip-in) 6 3 0.557 0.758 0.000 0.000 0.000 0.545 6 2 0.557 0.699 0.000 0.000 0.000 0.544 1 3 0.011 0.431 0:000 0.000 0.000 -0.413 1 2 0.009. 0.335 0.000 0.000 0.000 -0.345 5 3 0.130 0.311 0.000 0.000 0.000 -2.237 ' 5 2 0.132. 0.214 0.000 0.000 0.000 -2.305 1 1 0.002 0.097 0.000 0.000 0.000 -0.067 5 1 -0.002 0.097 0.000 0.0001 0.000 0.068 6 1 0.000 0.059 0.000 0.000 0.000 0.002 Print Time/Date:101OW015 15:57 STAAD.Pro V8i(SELECTseries 5)20.07.10.66 Prim Run 1 or t i /2 Buzzy, Garage Beam, 5 14 x 11 7-8 LVL Beam Length: 288.0 in Location: 0.0 in 1.35248e-3 in 0.02234587 Deflection 0.0 0.04843223 deg 0.04843223 Slope 0.04843223 39241.73 lb-in 49052.16 Moment 0.0 3065.76 1 lb L ------ 3065.76 Shear 2043.84 r- - ------ ----� ` 397.3359 ` I I Wine Ell 397.3359 Bending Stress Tensile;0.0 Compressive:0.0 { — — ----- ----'r 49.1751 Wing RRIlLu—I,, Z�Olic� l�l,�l ,II I�i�, ., ,� ► ! il1l 0.0� � � i �!' Average Shear Stress 32.7834 ** Buzzy, Garage Beam, 5 1-4 x 11 7-8 LVL ** BEAM LENGTH = 288.O in MATERIAL PROPERTIES Modulus of elasticity 1900000.0 lb/in' CROSS-SECTION PROPERTIES Moment of inertia = 733.0 in^4 Top height = 5..9375 in Bottom height = 5.9375 .in Area = 62.34375 in' UNIFORMLY DISTRIBUTED FORCES 51.6 lb/in at 0.0 over 288.0 in 1.625 Win at 0.0 over 2.88.04n SUPPORT REACTIONS *** Simple at 0.0 in Reaction Force.=-2043.84 lb Simple at 96.0 in Reaction Force =-5620.56 lb Simple at 192.0 in Reaction Force=-5620.56 lb Simple at 288.0 in Reaction Force =-2043.84 lb MAXIMUM DEFLECTION *** 0.02234587 in at 42.81952 in at 245.1805 in No Limit "specified MAXIMUM BENDING MOMENT *** 49052.16 lb-in at 96.0 in 49052.16 lb-in at 192.0 in MAXIMUM SHEAR FORCE *** -3065.76 lb at 96.0 in 3065.76 lb at 192.0 in MAXIMUM STRESS *** Tensile = 397.3359 lb/in' No Limit. specified Compressive.= 397.3359 lb/in' No Limit specified Shear (Avg) = 49.1751 lb/in' No.Limit specified I3 f �' k - - ._..:r'«,..�..-....... .v. _ _ - e... : -«l.-. �_1� - o ,+,c--- i-r.,t""a.r• es-..-+.,, -..«.�-w... _ ^ _,.,4;. t _y y { - r .., ,• 7 .r ,.• .� ... �, tw,..�,x w W. , ..te a _/. .° 1�1> as7/ t _• A', e ,s" s 4 _;t ,* , � .',:L +''� -r w �; ;� � 4, ye a y' r � «e,. 'y- , f 'N,.,a.. + ', ,r , ., y'»" d+ , raw "" ,�.. -5 , > - i '.p 'X k- r y 1 H i:: y xw I hi� c r ',a owe, ", i R .i" 'a "1-. , �, +yf -'& `". xe. - t Y � SsR a' i . Buzzy,footings-for two,garage beam support col' - -nI 4 tQI� ' Brae-ti ,,. - ,, w Mom. * a I' ., a.. .n,.'w t + .„„ z'; I. '{ .I.'I�,�I�".,-'��1',-1,-aI-i�I.-o;I--.-I.,-Lk,I_.,-.I`�-��,!�-,��.�'-,j�,,.�.`.I,��I-",,L"P,-�I1�I-I��.I I,-,.I-,I1-.'---,,-'.I-S`I_I,*,"---.—�--I1-��,.�,I�I��"�-1..k'�,_�-".II,0-,.-—'�wI--,��,�,,�',�-,t�,Z��;.,,-.—1,1l,_*F_I�-.42;—,,,,,,�_OI,,-.,�,�1_�,-,,I-�-,"..1��I 1,1-.,.,-4��,.I."�1-IIv r1,--"_--,,1,t�-,I;I_-�,1,�,11�.,,,�-,--."�-�,;,'�*,,-.-�.,I-;-.,,:,%:;,�,1�,.K_,1=,,.,1�''�'1��,��,,-.?,--I 1_I�_�,-o,I1.,-.-,.��I.1,4:z,,,��I_,_�I"I,.-'7��iwz�,-,�.�;',*-""-,-I=�-I.-,v--�z.--,,;_�=�'.I�-.,,"I-,,,V1,,+.�_,,-,,'�,1_-.--w"'I,n F-,""-"--,-,�"1�.-,��ZI-1�----,,,,I-1�1\-'.1-,lI",_�Z�"I-1��".;, Input Constants Description i ,,Input Constants , X t .. F a -F. +,` e x- +` fi,....fir ;L �.- _ - . _? ` L p;column load,pounds � � x �i A - d u L 'a'' b Sc soil load capacity,psf. wP °5621 Ibf . �� fC compression stress limit ( t; , - - is '. E a, r r foT concrete;Psi y-,bf `'t #w k u ,_" �'k 'l ', � 4j'R' '',fs,tensile stress for steel SC = 2000= +' ,,:, fix.-,reinforcing bars o g� A: ft2 a - ' 2 ib%C,S_> �-` e i(for 60 k's�rebaz,fs 36000 psi) fC 3000 psi 3 -t { - ,, d , I . .3'm,� , (°for 40'ks�rebar;fs—24,000 psi,) � .1, i �: 1. -f` 003 �� w Ec;modulus of elasticity for f f• a fs 6000o psi } , 2 ^" :concrete(3 122 019 psi for �� 4 � r" + - iA �t b` v _ Fe -s 4 3000 psi concrete) x z '� '- - I 4 sI y ,4Ec 3122019 psi> _ , + ` i ;` } -- t �,i ty '� p„ a # "k.,. ?: v �,,Q,', ;g7'^�a.5„�„_ Fb s`§' a .,,4 j + " #' "r x s - I404 tri''< '` ."'+: r v 'C`r 3: r,;r"' ' e :_9t s# .t ira •r. " r r r v1CC i." CI 2,. + '+ 1-1 _ -`�, `� -, 4 ..k , cg,�'e;`. i'Yt 't;'.i ? „ -. 1 3 0407 `y T Fc=0 003 in/rir:,�concrete compression �' t ,� , . & i; i F + '" i#; "`. `' " '. .x, , "3,, ro `"; ` N,� r :* �, strain, unit -r+ ;j.. + &w p ,� c,,, ,,_`7v�" �^'I b k �' Z jFs 0 004 m/m steel�,idinforcing bar i " ? x r . _ I, .� t x:_' ti. Slz@ of footing surface area required 1 , r I ' , , �."' € -; .�,Apt c g a * _ s , s , . , . '" i 41 .tensile strain limit 3 , _ k 7 1 'k ,f § $ .rr. ...t :. Y. •R (i w' 'R 'E.: 'F. !k- 3 4�,,.� - ..^+ k5 f '4 11 .� t+`-{y y... ",� t t .S iw " ,,' u, �'y "�1„ � a s si.F + g �' f i *+.. mac. y�:,;� 3 f t .' a �',.rr A -`#yamrs'r P. - P ,, y, _ For balanced condition Fc=Fs ; 4- ' € y,+ter Sc=�` &.te r Sa 2 81 1LZ .eS°' r t*�r -: 1 ''t'"' '_ ; , t �:.:� >t ...'x a N.3• .: ib K 33 i. '..• w.k„�. ,�.P,s� ''r.,zs 3 a. � � & r >s `*.s'„ .+ - ur "_ l4 as s �. v v, } :.�" x` a S +"':E .''yam p, .8 3z ,A`" * & o ,, 'tX'•.. � # se 12.E }'f "'` 't k£"s *.' A .:4 + , , - i `` Min .length 4-side re f uired fi ri` � 'A z C.�; ,Depth of footing required' : =R = �. . . _ ¢ £ X- �, ,a- Z '" a 5 4' . 'tom_' a,- vA W`Lh, t to ti c 3 -. G '` - ,�.. a. ,,, `e I 1 s s�;, e IS Sa°5 * �6--- t' rr 1 r "e a°�,, `�", "� y�• • 11:'g' ,...,., '',use, rr 4 s a .F °-a w r `. E "C; r +,a . �`., ��q,°'n� ,�, ' r` .�" k�,.` 'min- f=� 's ,. A'. `, f# `*r '` `so %} i Ry�,4 < f ",, *` t j < ; tsa � Ls-—20 11!din M C ; yk a s� �} y�� . ay jf '� .F. .. r c! ..Ls `�1^rr-a �a'_ `y '°^'}F.�s,ut ": ~I zw`i" a e, h` '.§':.,.; ,- r A €� ". iY' -� •� '` :"! - .- .',, „ -t' b .-:, .,. .^� 'f ;.iu- 4+.- I r.� ..'R x.,>.id .� �i? ,s s«;'w ` "fi^.,, }".. �,,,`M k�` F °°"`i"-11� y'i-+ fi _ F" " . 'fA 1'` ,�Y ,, ,' ' b =1o:0s9•in` ` q # ,� ►t" g r a ,, &t",ate 2 y � Min base for -=Big Foot �or sonos f _ v: s ,s, ,..T ",� e ,.e i r t - � ro m 4c' , cS a+Y'"� -.w . f 4..I B "� ,y" -.'kz � ,3.;` . ,� '+'� ,a a5 a'.s +�2 °5#„ *z i 'Ma +'e"' t: z '�' 'ter , Depth of lower rebar'�,, _:< r x ( ) F r � ,- r -,+ t +.�•[- "T '� u �`� `�s t ,t'�. �ti Y a w D} r.;. *�!. x� �. ,`j-�F` +, .': 7x" '' y.,""-de r� 'r `ry �]'S ' ld b 625ft v " q r,r y-• x + ,:s r "y , cxs,4,N_y. �.'�x,,,E . r �,:,' �'� r .•-ry$ c!; Do-P 22-,�ii- -, a l+' ffS -C r.- c w r 4 '� F -i ;.� . d o ss$•ft `& # _ '- Moment Balance x`'�� ¢_' ' _ -, r ,, � a s F y.: f R `, Pressure on;soil due to weight of concret® r k a .-- 9 ' A � - � "� "' ' �' (3 0.9 flexural res►stance factors« i -, ."� �* �. r t_ We =biro lbf F We t2sw734 lbf . ;As(fs}.(R)d P(Ls)%4�,a_ � :: ° ,, •� k f a w' x ' "``� a ft2 w + in cross sectional area Of's'tee14,_ _ , ' ' � t � c ° 'w_ , required at bottom unless As_<017# e Remaining soil capacity after applying.footing °�' �' s a **-t � #- .��, - _., z WelghtT' f' s�"'ti c "» i t .3 r m A$ P r 3 + >y II` Y_ 7p .� "'"N %`' Ns � r .+e ,',+an!»� ...,.,® .ua� .w' lbf`r w r"�j. +/) �. T,.y „�..,� r. 'fit - ." _r N,Sc- Sc- WC� ,_4_ S_ t.874•t-03�..a .� .., 4 fs�I I Iu a s ; y LL ," • - _ _ ,:, �.. t -- ,,, - p ' AS 00 e• .+ - .. r _ - - r. ,.. - ,r. . _ _ - , . o q� . , - r _ .. ._,,..:.-.:..-.......-.:. — .:a �:. ::.¢..":._.,....,sin:...:._ ... t '- _' --`..._t - �.. ... .. -_._.,....... _ .. Check if upper compression steel is required For balanced condition,Fc=Fs By similar triangles, c/d+0.003/0,007=0.42857 for the balanced condition of Fc=Fs. If c/d> 0.42857, then upper compression controls and upper compression steel requirements must be evaluated. B - Ls 2,b a = As fs (P•B•fc•in) a = 1.648-in a c — R c = 1.831oin c — =0.259 If c/d> 0.42857, then upper compression steel is d required unless Acs <0.17 If compression steel is necessary e := b— 2.00004-in from the illustration and depth of footing calculation , Acs := p. Ls 4•fs•(3•e Acs =0.065-iW Footings are to be 22 in. min. x 22 in. min. x_11 in. min. deep with no rebar 2 MULTIPLE-MEMBER CONNECTIONS I'OR SIDE-LOADED SEAMS /6 Maximum Uniform Load Applied to Either Outside Member (PLF) Assembly A Assembly B Assembly C Assembly 0 . Assembly E Assembly F L L L K rrV Connector Pattern "� �"* `'• 2 2" -4 - 4 �=- lld 1W 14'a° 3V? I 3y4" W 3W 131° Number of Connector 31/2" 51b° 51/4° 7° 7° 7" Connector Type Rows On 2-piy. 3-ply 2-ply 3-ply 2-ply Spacing .10d'(0:128"x 3") 2 12° 370 280 280 259 Box Nailtl) 3 12" 560 428 420 379 24 510 .380 520 465 860 340 ihro ug ug A3 , 2 19.2 640 475 650 580 1,075 425 h.6oltsr�ua� 16° 1765 570 790. 700 1,290 510 SOS'/a"x 31/:° 24 460 345 345 305 or WS35iai 2 14.2" 575 430 430 389 16" 690 520 520 460 SOS 1/4"x 6" 24° 305 460 305 or WS60r(4) 2 19;2" 380 575 1 380 16" 1 460 699 1 460 a " 24" 525 395 395 350 Nsst.ok(4) 2 19.2° 655 495 ( 495 1 440 16"' 790 595 595 525 5° 24" 375 410 365 500 365 Trusslokt4j 2 19:2° 410 515 455 625 455 565 615 550 750 550 335 550 335 ", # k 2 19.2 420 690 420 Trussl4 okr4r :,. xy:µ ,A 0t 505 825 505 (1)Nailed connection values may be doubled for 6"on-center or tripled for 4°on-center nail spacing. (2}Washers required:Bolt holes to be 146 maximum. t3H SDS or WS screws can be used with Parallam®PSL and Microllamm Wt,but are not recommended for TimberStrand®LSL. 0)24°on-center bolted and•screwed connection values may be doubled for 12°on-center spacing. Multiple-Member Connection Example 300 PLF 420 PLF General Notes • Connections are based on NDS®2001. " • Use specific gravity of 0.5 when designing lateral connections. _` • Values listed are for 100%stress level.Increase 15%for snow-loaded roofer conditions or 25%for non-snow roof conditions,where code allows. ¢r ■ Bald Italic cells indicate Connector Pattern most be installed on both sides.. Stagger fasteners on opposite side of beam by�i the required Connector Spacing. ■ Verify adequacy of beam in allowable load tables on pages.16-33. first,check the allowable load tables on pages 16-33 to verify that 3 ■ 7"wide beams should be side-loaded only when loads are applied to both sides pieces can carry the total load of 720 pif with proper live load deflection of the members(to minimize rotation). criteria.Maximum load applied to either outside member is 420 plf.For a 3-ply lx/4°assembly,2 rows of 10d(3")nails at 12°on-center is good for • Minimum end distance for bolts and screws is 6°. only 280 plf.Therefore,use 3 rows of 10d(3°)nails at 12"on-center(goad • Beams wider than 7"require special consideration by the design professional. for 420 pit). f Alternates: 2 rows of ifi"bolts or SDS W x 31h"screws at 19.2"on-center. 38 iLevel Trus Joist" Beam,Header,and Column Specifier's Guide TJ-9000 November 2006 - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map y_72 Parcel O Permit# Health Division Date Issued �s Conservation Division Feed • ®� Tax Collector , ? o �..',;.` �!D �ba Treasur uqj&2 Planning Dept. '" W Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis f . Project Street Address 7/ Village Owner Address 6,2/ 7Z) r Ili Telephone Permit Request 10 5_7_1Z) P WOa5iY jVO SH itY06 PP rom Ca-i TH A)--YfJ kyG /17"Ff M y u�oPk�V lC/�J°l� S /rE ' 3 -`f Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Estimated Project Cost Mn Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure qQ Historic House: ❑Yes �'No On Old King's Highway: ❑Yes ago 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: O 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 ❑Yes ❑No. If yes,site plan review# Current Use��Si/JAG Proposed Use ll BUILDER INFORMATION -Name ill 17 L;1-10< Telephone Number f7 6 922� 2 393 Address 1148 Soya t'orto 02►V+; License# 0"U7 62 06 3 f Home Improvement Contractor# r Z(o 71 Worker's Compensation# ` ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE _ �a A0 i - • FOR OFFICIAL USE ONLY P61MIT NO. — DATE ISSUED **_ MAP/PARCEL NO. y . - • �: i ADDRESS VILLAGE OWNER n DATE OF INSPECTION f w y FOUNDATION FRAME - INSULATION FIREPLACE - ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL s FINAL BUILDING --t � •DATE CLOSED OUT ASSOCIATION PLAN NO. Department-of In&utriai Accmenis "�`�•-'� 0111ce ollayestl�atloos 600 Washington Street sto Mass. 02111 ` davit Workers C om easation InsnranCe ��%�/�/ name: �olocation: OIL hone# city m/ I am a homeowner performing all Work myself �.✓I am a sole aroflrietor and have no one working is�°r QAi/J/�� /'//////////%//%/I%///O///ti=l r my layees wonting on this job.:}:::; workers ensanonla . =P......:.::::::.::..::::,.:...:..>,::::.:::.::: Oyer t0 D]D an v na rnf,. .. .:•:::>}:>:•::'t:f:•f:}jf:�}:;•;:f:;�r::::::�;{f:::::::;'::. .-.. .::.:.}.�:rfrt.:.tx{,.r)}:•�`ti-.....}::::t};:•:<•::•:::::•::�:�::;;;•:•.::::. -... . .•... add . :}:}}i:•}:tXtt{4}:•}%fit{{}i?.•...o}:...:..:.v:•::::.:....:: ...:... ... ........... ........ ................ .... .............::nv::.i:j,+.i tififiii}?{::v.•r:j r::..+�:vnvj:::v? ::{i{?4:{•}:-}...::•::•.•:.................:.. .. :::::::............................... :. h t<. `cv of insurance co. ::'::: : below who ,r:,•>r� // ,PP 111 ///// gmeral contractor, homeowner(circle one)and have hired the contractors fisted i..i.,. 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' 1 r•1.11• ^1 .11 .. U•1111_1 �... • 1 oil W6161.91. •-y•1 r •1 1 '-.Yt 'KI• •11 1✓• I• V•111•'. M '• 1 ..•Y.1 U11 • /. .11 • r1111 i• ��• 11 .•:• • • Iw nr. 1 • ./••u•i• • ■11 11 11 •�1•Itll •••. 111111 1 ti • 11 «• 1, •� 1 Vim• -.•-• �'• V •1/111 •^ •• • - • 816 m1.1 • • 11 •1 111 • 11 .� •1•r11 • .�H^11A 1 • _�•• 11✓• w • •KI• •n • • t 1• // .11 • • 1 11 I • .11 r 1.1 • 1 r•• •ti ,1• •II .11 I 1 • 1 • • • .0 • 1:� • •• • •• 1• I i.Yl to, • L • 1 ✓. I jjjjjjjjj/��jjjjjIMjjjjj�j�jj��jj� • • Q•i1.1 •• I • 1 •11 .1• • r•. U111• •�/ 1 1 It 11 1 1 1 • bil 11,1A' 1 1 •11 1 1 1 1 • 1 1 •`' 1 1 1 • 1 1 ' 1 1 • 1 1 I I • , 1 I l t 1 ' I I • 1 1 • 1 ' 1 VE r, The Town of Barnstable _. L►sr�'ns�. . & �,� Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Estimated Cost . Address of Work: b7( Owner's Name: c9 Date of Application: 0 Z'{ d I hereby certify that: Registration is not required for the following reason(s): Work excluded by law b Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED DO NO HAVE CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. u SIGNED UNDER PENALTIES OF PERJURY I herebv apply for a permit as the agent of the owner. � Z- 6q` 2- ®o Da e o Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map • Parc 5 pplicatiohY Health Division Date Issued Conservation Division !:4 Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address (o -7 f /•`ll PJ re-, -{- Village Owner Ll^'1 i 7-7-.\/ Address Wd o S& Atle,3,r0 Hoof, Telephone - 7 7 - VY 3 lq6 Permit Request p9 a ,l;oa- CD t�9 a Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total r? Zoning District Flood Plain Groundwater Overlay Project Valuatiorl Q Construction Type LA3 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No 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 ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 7.7G� 4 15?7 Name ,� �0�7 ��j'Y111"�n Telephone Number ®�" 6`� 1� Address J R d k AModiS Rd License#�I Home Improvement Contractor# Email z� I COM Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE � 1-07-1 �{ FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE ANER i DATE OF INSPECTION: _. FOUNDATION FRAME INSULATION l FIREPLACE ELECTRICAL: ROUGH FINAL .PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. n �F The Cc mmomreealth of Massackasems _ Deparhumt of I/t:d Cstrir1 Acc dents - � a,,�ce of 1nvestigtdons 600 Washington Street .- Bostor4 M4 02111 wwmmas&gvv/rlia Workers' Compensation Insurance Affidavit: BniMersl ntractursMectriciansiPlumbet-s Applicant Information Please Print Leojb y Name(B„sin��ozbdividnao=--j Address: 16 S gvxuj�� s City/State/Zip_ C Phone# $- Are you an'employer?Check the appropriate bo= T of project(required): I.El am a employer with. .4. ❑ I am a general contractor and I 6. ❑New conshuct on eeWluy (full and/or part-#ime).* have hired the sub-contractors 2. am a sole proprietor or partner- listed on the attached sheet. - ❑Remodeling ship and haze no employees These sub-contractors have g. ®Demolition wcuking forme in any capacity. employees and have a workers' 9. ❑Building addition [No workers'comp_insurance comp-insurance., required-] S. ❑ We are a corporation and its ME]Electrical repairs or additions 3-❑ I am a homeowner doing all work officers have exercised their 11_❑Plumbing repairs or additions myself [No workers'comp. right of exemption per MGL 12.❑Roof repairs i*tsurance required.] t c. 1.52,§1(4X and we have no employees.[No workers' 13-❑Other comp-insurance:required.1 pla}a�p2icav[dirt checks box m1 nmst also fill out the section below shaviing char waskes'compensation policy infnrmsti= T Homeaerners who submit this aMixi t m&cating they are doing all wa k sad then hue outside contractors mast submit anew affidavit.indicating sticl>_ tC'antractors than check this bar must attached an additioml sheet showing the rrsme of the sub-coutrucwts and state whethu or of ibose entities ham employees.If the sub-contractors have employees,they must pnnide their worker'comp.policy number. I am an empkver that is proiiditzg workers'compeusadon insurance for sty enrployees Below it the paticy and job site informafiolL 4 lmurance Company iName: Policy#or Self-ins-Lic.:ff: Expiration Date: Job Site Address: City/StateMp: Atfach a cope'of the workers'compensation policy declaration page(showing the policy number.and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,50a.00 and/or one-year impris rumeuts as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ida hereby certiftr under the pains and penalties of peijzrty thatthe information ptoilded abmw is Gate and correct Si time: Date- S— i Phone Official use only. Do not write.in this.area,to be completed by city or town officiat City or Tu%m: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.C iVrown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: ATVC Grcide to I-Vood Construction is High Wind k-eas:110 mph kYind Zone• Massachusetts Checklis.t for ComoanCe (7.80 CK.R53012.1.1)t CJ1 Chccic 1.i .SCOPE Compliance. WindSpeed(3-sec.gust)........................................_:.................................-................................ 110 mph Wind,Exposure Category............_...:.........................................................-•---•._....•............_...__. Wind Exposure Category................En meenn Re uired For Entire Pro'ect ...................................0 12 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be'considered a story) stories 15; stories RoofPitch__._..._•........:....................................................-(F9 2) ............................................. 512:12 ' MeanRoof Height'................._........................................:...(Fig 2)...._.__........ - :: ft s 33' Building Width,W -:-(Fig--. 3 ' BuildingLength,L .................................-...........-.....: .-((Fig 3)...................................................__ft 5 80' Building Aspect Ratio(� ..........................•--- (Fig 4).........-.............................._..:_... _<3:1 Nominal Height of Tallest Opening ...................................(Fig 4).................... c -6's, 1.3 FRAMING CONNECTIDNS General compliance with framing o6nnections.................-.(T'able 2)..........-................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..............:........ ...................................................:..................:............... ' Concrete Masonry.....:......... 22 ANCHORAGE TO FOUNDATION"' 5/8"Anchor Bolts4mbedded or 5/8"Proprietary Mechanical Anchors as an,alternative in concrete only Bolt Spacing-general..........._... able 4 Bolt Spacing from endljoint of plate................:............(Fig 5).._.. _..:.:..:._....._. Bolt Embedment-concrete.......................................(Fig 5)....................................-••. . in.>_T BDt Embedment-masonry....................;...........:.........(Fig 5) ..:......:. ........................ in._>_15" Plate Washer..:.......... .......................__.......................(Fig 5)--------•------•--- •----:...---......._.L3'x 3'x 1' 3.1 FLOORS Floor•framing member spans checked :........................ 780 CMR Chapter 55)...........,.__•__ Maximum FlaorO enin Dimension --• (Fig )........................ . ft<1Z' Full Height Wall Studs at Floor Openings.less than 2`from Exterior Wall(Fig 6).......:................ MbAmum.Floor Joist Setbacks Suppoiting Laadbearing Waifs or Shearwall...............(Fig 7)................................................... ft <d Maximum Cantilevered Floor Joists Supporting Loadbearing Walis'or Shearwall................(Fig 8)....................................... It <d FloorBmcing at Endwalls...................................................(Fig 9)..............-...............- Floor Sheathing Type -------------------------------------------------------(per 780 CMR Chapter 55)........................... Floor Sheathing Thickness .:.........................................:.....(per 730 CMR Chapter 55)-----------------_--- - in. Floor Sheathing Fastening........•..............................:.......:..(Table 2)__d nails at in edge(_in field 4.1 WALLS Wall Height Loadbearing walls...........-...................._..........:----------.(Fig 10 and Table 5)- ...... ft -<10' Non-Loadbearing walis..............................................(Fig 10 and Table 5)........................... ft's 20' Wall Stud Spacing .......................................................(Fig 10 and Table 5)------------------- in.<24'o.e. Wall Story Offsets• ......................................(Figs 7&8)......................................... s d ' 42 EXTERIOR•WALLS' Wood Studs Loadbeanng walls:..._................................................(Table 5•)........ ................... .mac - ft in. Non-Loadbearing•walls................................................(Table 5)..............................2x - ft in. - Gable End Wall Bracing Full Height Fsdwall Sods ....................... -.................(Fig 10)........................................... _. WSP-Atiic Floor Length.---------------:-----•-.---.....:_._..._..:(Fig11)_.._..._�_._..-.......__.._._-- ftrW13. _:..._ Gypsum Ceifinj Length ff WSP not used))................... Fi(Fig i1)..._ .................................... ft>:0 9W „ and 2'x 4 Cbntinuous Lateral Brace @ 6 fL o.c...(Fg 11)._......:................ or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 f-spacing in end joist ar truss bays Double Top Plate Splice Length ...............:.........................••--••--•---(Fig 13 and Table 6)..._._. . .. _it .............. .. SPtice Connection(no.of 16d common nails)..............(Table 6)..........-........................ ATVC Guide to TVoodConEtructiou iaHigli Tf7rzd Areas:j1P,ftrpfi ff,7ndZone MassAchusettg Checklist for Compliance (7so CA4115301.71.1)' Loadbearing Wall Connections Lateral(no.of 16d Common nails)---------------------------------(Tables T)................................:................... . Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)......................-....-..(fable 8)...................................................... Load Bearing Wall-bpe'nings' (record largest opening but check all openings for cotpriance to Table 9) HeaderSpans . ........................................................(Table 9)..---.............. ..... It—in.5 1V SigPlate Spans . .......................................................(Table 9)--------------.................... .... ......... .... Full Height Studs (no.of studs)..................:._._......,_....(Table 9).._......_._....._.._...._.-....--- Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) HeaderSpans........................:..................................(Table 9)................................. ft—in.5 1z SillPlate Spans...:.......................................................(Table 9)..........__._-.--_._.._.:._._..._ft—in.:g 12" Full Height Studs(no.of studs)...."...............................(Table 9)....................................................... Exterior Wall Sheathing to Resist Uplift and Shear SimuftaneDbsly 4 Minimum Building Dimension, W Nominal Height of Tallest Opening2 .................................;........................................... 5 alEr Sheathing Type. ....................(note 4)..._...._..............----.........------........_. 7------7--------- Edge Nail Spacing----------I --------r:........._(Table 1 D or note 4 if less)....................... . in. Field Nail Spacing.---__-.-.-.-.._. -----------------(Table I D).............................................. in. Shear Connection (no.of 16d common nails)(Table I D) ...................................................... Percent Full-Height Sheathing........:..........:...(Table I b).................................................... % 5%Additional Sheathing for Wall with Opening>S'Er(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Dpening2............................................................................ E37 SheathingType..............................................(note 4).......................................*------------- Edge Nail Spacing...................................._._.{Table I I or note 4 if less)-...__.._......._. Field Nail Spacing........................_._......_..._.:..(TabIe'11):._......._..._................----...._......._. .._in. Shear Connection(no.of 16d common nails)(Table 11-)...................................................... Percent Full-Height Sheathing................._....(fable 11).......................................... % 5%Additional Sheathing for Wall with*Opening>SS'(Design Concepts)..................... . Wall Cladding Ratedfor Wind Speed?............................................................. .............................................................. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use.AWC Span Too[,see BBRS Websb) Roof Overhang ...................................................(Figure 19)............. As smaller of 2',Dr LJ3 Truss or Rafter Connectiong at Loadbearing Walls Proprietary Connectors Uprift...........:............................._----(Table 12).........................................U= plf Latenil.............................................(Table 12)............................................L=_plf Shear......-........_.-............................(Table 12)......................................... Ridge Strap Connections,if collar ties not psed per page 21... (Table 13).............................-T= _. plf Gable Rake Outlooker..........................................(Figure 20) ............. ft!5;smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift........................................_....(Table 14)------------------------------------------U= lb. Lateral(no.of.16d common nails)_(Table 14).......................................L lb. Roof Sheathing Type..................................................(per 78D.CIAR Chapters 5B and 59)....... Roof sheathing Thickness.................-----------------:............................................... in.?:7116'VVSP Roof Sheathing Fastening.......................................... (Table 2)........ft................................................ Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in?, to comply with the requirements of 78D GMR.53D1.2.1.1 Item 1. If the checklist is met in its entirety then the following metal stFaps and hold downs are not req wred per the WFCM 110 mph Guide: a. steel Straps per Figure IS. A Gage Straps per Figure 11 Uplift Straps per Figure 14 d.. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure I 8a and Figure I 9b Exception:Opening heights of up to B fL shall be permitted when 5% is added to the percent fug-height sheathing requireffents sh6wn in Tables 10 and 11. The bottom sill plate in exterior wall's shall be a minimum 2 in.nominal thickness pressure treated#2-gizida. f AiYC Gtcide to Wood Coristructiorr in High Wind Areas_ 110 rizph Hrixrd Zone Massachusetts Cheddist for Compliance (7so CIAR5301 2.1:1)' 4• a. From Tables-10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Perc6nt Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 711 T and be installed as follows: 1. Panels shall be installed With strength axis parallel to stuas. fl. Ap horizontal joints shall occur over and be nailed to framing. L On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at•double top plates, band joists, and girders shalt be a double row of ad staggered at 3 inches on center per figures below:Vertical and Horizontal'1Na1lrng for Panel Attachment 6. .Glazing protection: a)new house or horizontal addition—required if project is 1 mile or closer to shore(generally,south of Rte.28 or north of-Rte.6) b)vertical addition—not required unless there is extensive renovation to the first door c)replacement vlridows-needs energy conservation`compliance only(chap 93) 6.Wood Frame Construction Manual(WFCM)for 110 MPH,Exposure B.may be obtained from the American Wood Council (AWC)website. . WrIENTHS EDGEFOM OH F�tAA(ING USEBd NAILS n tl 1 ,1 it u 11 u 1 n at r 5 N i i{ ;it 11 l t d it 1 +FQ is ii 6 IL t i 6 i� li 1 m n . ` La ii tl ' hi t� u� ` � 1 FRAhSIr•iG.} ••r I I t t1l to t EpGE ATE ii k • t .� tt tt � 1 - } IL u u t , it s 1 I z i t S ti t1 It !1 ri t t t Do1J91 E t STAGGERED 3`Mld f!A]LSPAckJG — t t NkRL PATTEF" PkNf PANEL - i_ •1 � ' �'� RAt�.EDGE � DQu9iE NA�F�GE SPAL7aG DE'rAL See D AR on Next Page Vertical and Horizontal Nailing Detall . for Panel Attachment Vertical and Hot zontal Nailing for Panel Attachment . * snxxsrnB�, 9� ' ,�� Town of Barnstable pTED MA'1� - Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-700-6230 Property Owner Must" Complete and Sign This Section If Using A Builder Ire s as Owner of the subject property hereby authorize^I^�es M 14" to act on my behalf, '. in all matters relative to work authorized by this building'permit application for: 611 1 1 .h.) �', Cr� � i'� (Address of Job) _ Signa elff Owner. Ifatel Print ame ;.: r If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. QAWHILESTORMSN ildin '06hmit forms\EXPRESS.doc 4 Revised 061313 = ' Town of Barnstable Regulatory Services o�THE f Richard V.Scali,Director Building Division f saRNszasM * Tom Perry,Building Commissioner Mass. 9� ibg9 ®� 200 Main Street, Hyannis,MA 02601 'OWED nu'�a www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities, many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 061313 Town of Barnstable Geographic Information System April 21, 2015 i, 036062 s• p" s L036061 #603 036063 _��,..�^ #641 - 036030 #858 036017 a 021114 #651 #36 036016 036031 �. #661 036051 #50 �a .w 036032 «✓"� 036015 #688 #671 ti 036014 036013 #0 #689 036049 ' #700 41�$ 036012 #699 " 036010 036002#705 #701 , 036011 O�0Q9 0 40 Feet #703 #709 - r mn DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:036 Parcel:015 boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:PLM BUZZY LLC Total Assessed Value:$636000 Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:2.34 acres Abutters - boundaries and do not represent accurate relationships to physical features on the map Location:671 MAIN STREET(COTUIT) such as building locations. Buffer s r _ 4 I 4 a � { I P f < 71 pil�'f r k. ' _ I W •.. awLl�vi� Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-005190 \\x.�.IAI JAMES I(sMTH= PO BOX 124 BARNSTABLE MA Expiration Commissioner 03/21/2018 i f I�Ci Q�YI /120//(rIf1P Yt✓ �(Yi,i�� . .� lG �/ ( L�f 1?,'G�/1fil�/l Office Consumer Affairs and Business Regulation 10 Park Plaza Suite 5170 Boston, Massachusetts 02116` Home Improvement Contractor Registration Registration: 100699; x Type: DBA _. Expiration: 6/23/2016 Tr#-.250714 ONCAPE CONSTRUCTION ` James. Smith -=------- —` P.O. BOX 124 -- ----- BARNSTABLE, MA 02630 Update Address°and return card.Mark reason for change. _ scA 1 20nn-05 i1 �� Address Renewal n Employment 110 Lost.Card, May. 6. 2014 1 :32PM Nstar No. 4699 P. 2 STAR One NSTAR Way ,EL eC rR/C Westwood,Massachuselts 02090 GAS May 6, 2014 Bob Welch Bay Point LLC 297 North Street Cotuit, MA 02635 RE: 671 Main Street CTG, Cotuit, MA 02635 Dear Bob Welch: At NSTAR, we're committed to delivering great service. This letter serves as confirmation that, as of November 15, 2013, the electric service to 671 Main Street CTG, Cotuit, MA 02635, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. Sincerely, Kim K. New Customer Connects e� y r nationalgrod November. 7, 2013 Attn;. Theresa Busby Re 671_Mai n_St Co#uit. MA; This-letter.- is to:notify.you that the:gas service to 671 Main St Gotuit; MA, has been cut and.capped:at the main on 07/10/2013. gardss, t Diane Camara US National Grid Gas Customer Fulfillment_. C29 Ire .0Turc tt#�r > ttx# eztt FIRE DMMCT, v� LOU 4300 FALMOUTH ROAD, P.O. BOX 451 ` . Y+9+ ;COTUM MASS. 02635 PHONE 508-428-2687 FAX 508-428-7517 November.4, 2013 Bay Point LLC. 2,97 North Street t Hyannis,Ma 02G01 RE, G71 Maui Street,Cotuit,MA Dear Mr.Bornstein: The water was turned off at the street to the.main house at 671 Main Street on 9/24/08.The cottage in the rear is serviced off of the maul house,so there is no water line connection to it from the street. " Sincerely. Chris Wiseman Superintendent , „ or sttFMD tEtz COTUIT 1926 4300 FALMOUTH ROAD, P.O. BOX 451 v COTUM MASS. 02635 PHONE 508-428-2687 FAX 50"28-7517 _ a November.4.2013 Bay Point LLC 297 North Street Hyannis,Ma 02601 RE, 671 Main Street,-Cotuit,MA Dear Mr.Bornstein, The water was turned off at the street to the main house at 671 Main Street on 9/24/09.The cottage in the'rear is serviced off of the main house,so there is no water line connection to it from the street. Sincerely. Y , Chris Wiseman Superintendent { 1-tiationalgrid November 7, 21;3 Attn.. Theresa Busby Re 67, Main-St.:.Cotuik MA; This:letter is to:notify:you fhat the gas service to 671 Main St Gotuit; MA:.ha been cut and upped:at the main on 0 /1 O/2413. egard-, { _, , Diane Camara, US National Grid x Gas Customer Fulfillment_ { U Mass. Corporations, external master page Page 1 of 2 w t 5 a tN"*' William Francis GalvinSecretary of the Commonwealth of Massachusetts b Corporations Division Business Entity Summary ID Number: 464275132 1 Request certificate I New search) Summary for: PLM BUZZY LLC The exact name of the Domestic Limited Liability Company (LLC): PLM BUZZY LLC Entity type: Domestic Limited Liability Company (LLC) Identification Number: 464275132 Date of Organization in Massachusetts: 12-11-2013 Last date certain: The location or address where the records are maintained (A PO box is not a valid location or address): Address: 785 WILLIAMS STREET City or town, State, Zip code, LONG MEADOW, MA 01106 USA Country: The name and address of the Resident Agent: Name: PETER M. DAIGLE, ESQ. Address: THE LAW OFFICE OF PETER M. DAIGLE, P.C. 1550 FALMOUTH ROAD, SUITE 10 City or town, State, Zip code, CENTERVILLE, MA 02632 USA Country: The name and business address of each Manager: Title Individual name Address MANAGER THOMAS EDWARD 120 EAST AVE FL 3 ROCHESTER, NY 14604 MASASCHI USA In addition to the manager(s), the name and business address of the person(s) authorized to execute documents to be filed with the Corporations Division: Title Individual name Address 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 http://corp.s6c.state.ma.us/CorpWeb/CorpSearch/CorpSummary.a... 5/9/2014 May. 6. 2014 1 :32PM N s t a r No. 4699 P. 2 ONSTAR ; One NSTAR way ,EL f•C TR/C Westwood,Massachusetts 02090 GA S May 6, 2014 Bob Welch Bay Point LLC 297 North Street Cotuit, MA 02635 RE: 671 Main Street CTG, Cotuit, MA 02635 Dear Bob Welch: At NSTAR, we're committed to delivering great service. This letter serves as confirmation that, as of November 15, 2013, the electric service to 671 Main Street CTG,.Cotuit, MA 02635, has been removed. Based on this information, there Is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. Sincerely, Kim K. New Customer Connects • xlt g`91re pistrid coTu1TFMDLqTRWr : ErEtX12ti>:1Tf M6 4300 FALMOUTH ROAD, P.O. BOX 451 COTUIT, MASS. 02635 PHONE 508-428-2687 FAX 50&428-7517,. November.4.2013 Bay Point LLC 297 North Street Hyannis,Ma 0260I RE, 671 Main Stmet,.Cotuit,MA Dear Mr.Bornstein. The waterwa0urned off at.the street to the train house at 671. Main Street on 9/24/08.The cottage in the'rear is serviced off of the maid house,so there is no water line,.connection to it from the street Sincerely. Chris Wiseman Superintendent ational o November 7, 2613 - Attm. Theresa Busby Re ;:671.Main:St.Cotuit. MA. This:letter i6 to.notify:you that the gas service to 674 Clain St Cotuit; MA:.-hes been cut and capped:at the main on 0711012013. egard e , - AAA any 01, Ol Camara• VS National Grid Gas CustomerFulfiilment ' e i r : 4i Perry, Tom From: McKean, Thomas Sent: Tuesday, November 04, 2014 8:32 AM To: Traczyk,,,Art;-Jenkins, Elizabeth; McLaughlin, Charles; Perry, Tom Subject: 1::-_671-Main-Street-- I have a scheduling conflict and cannot attend your meeting this morning (conflicts with the proposed Fertilizer Regulation meeting with Mark Ells). However, in regards to the site and utility plan for this project within a Well Protection District and within a Saltwater Estuary Protection Zone, the applicant proposes to construct 13 bedrooms in this area where only seven (7)would be allowed normally within such a nitrogen sensitive area. However, an I/A system is proposed to reduce nitrogen levels; a MicroFAST 1.5 unit is proposed to be utilized at this site. MicroFAST has a very good track record. Health Inspector Marybeth McKenzie is presently reviewing the proposed onsite sewage disposal system. Karen Malkus is reviewing the monitoring plan and conditions of the agreement. This proposal is being reviewed for approval at our next Board of Health meeting scheduled to be held on November 18, 2014 at 3:00 PM. At this time (today), the Health Division doesn't have any additional comments. 1 ;FnA:S S�HOU S 1 N G TOWNq, 'jAR STAXE Massachusetts Housing Finance Agency 14 till. '�j 0 6 One Beacon Street,Boston,MA 02108 TEL:617.854.1000 FAX:617.854.1091 VP: 866.758.1435 www.masshousing.com DIVISSION October 7, 2014 VIA CERTIFIED MAIL PLM Buzzy LLC 120 East Avenue, 3Td Floor Rochester,NY 14610 Attention: Thomas E. Masaschi RE: Cotuit Center Residence (PE-332) Barnstable, Massachusetts Final Approval Dear Mr. Masaschi: Enclosed please find the following Regulatory Documents: 1. Final Approval Letter—One (1) original Final Approval Letter for PLM Buzzy LLC dated September 29, 2014; 2. Regulatory Agreement—Two (2) fully executed original Regulatory Agreements each with an original Affordability Monitoring Services Agreements, and an original Limited Dividend Monitoring Services Agreement all dated as of July 8, 2014— MassHousing has retained one (1) fully executed original Regulatory Agreement with original Affordability Monitoring Services Agreement, and Limited Dividend Monitoring Services Agreement for its records; 3. Affordability Monitoring Services Agreement—One (1) additional fully executed original Affordability Monitoring Services Agreement which you should forward to South Shore Housing Development Corporation, at the address listed in the Regulatory Agreement; 4. Construction Monitoring Certification—One (1) copy of the document executed by Eastern Bank with original acceptance signature by MassHousing dated as of September 15, 2014 which you should forward to Eastern Bank- One (1) copy retained by MassHousing. 5. a) Developer's Acknowledgement of Obligations—Three (3) originals of document dated July 8, 2014—One (1) original retained by MassHousing; b) Escrow Agreement—One (1) original of fully executed document with July 8, .2014, issue date—One (1) original retained by MassHousing. Deval L Patrick,Governor Ronald A.Homer,Chairman I Thomas R.Gleason,Executive Director Thomas N.O'Brien,Vice Chair Please remember to properly record the Regulatory Agreement prior to any other encumbrance. MassHousing is relying on your representations that this Regulatory Agreement will properly bind all of those who have an interest in the land and that it will be recorded senior to any mortgage or similar encumbrance. You are not authorized to record the Regulatory Agreement if the Regulatory Agreement will not properly bind all those who have an interest in the land or if there are unsubordinated mortgages or similar encumbrances on the property. Either evidence of the recording of the Regulatory Agreement and the related Subordination, including complete copies of the record documents, or an explanation of the lack of recording must be forwarded to my attention within ten(10)business days of the date of this letter. Please notify MassHousing immediately of the issuance date for any new building permit(s) and the actual dates of commencement and completion of construction. If you have any questions,please feel free to reach me at(617) 854-1219 or by e-mail at mbusby@masshousing_com. V j. yours, i' Michael J.Busby Permit Specialist Attachments cc: Gregory P. Watson, Manager, Comprehensive Permit Programs Jessica Rapp Grassetti,President,Barnstable Town Council—Certified Mail Thomas Perry, Building Commissioner, Barnstable—Certified Mail v �AssHoiiSING Massachusetts Housing Finance Agency One Beacon Street,Boston,MA 02108 TEL:617.854.1000 I FAx:617.854.1091 VP: 866.758.1435 www.masshousing.com October 7, 2014 PLM Buzzy LLC 120 East Avenue, 3rd Floor Rochester,NY 14610 Attention: Thomas E. Masaschi RE: Cotuit Center Residence (PE-332) Barnstable, Massachusetts Final Approval Letter Dear Mr. Masaschi: This letter constitutes final approval under 760 CMR 56.04(7) of the project known as Cotuit Center Residence (the "Project"), following the issuance of a comprehensive permit, pursuant to Massachusetts- General Laws Chapter 40B, 760 CMR 56.00, and the Comprehensive Permit Guidelines (the "Guidelines'') issued by the Department of Housing and Community Development ("DHCD") (collectively, the "Comprehensive Permit Rules''). In accordance with the Comprehensive Permit Rules, the applicant must present final written approval ("Final Approval") for the Project from the Subsidizing Agency prior to the issuance of any municipal permits for the Project. On August 2, 2005, the Massachusetts Housing Finance Agency ("MassHousing") issued a Site Approval/Project Eligibility Letter for the Project under the following programs: ® MassHousing's Housing Starts Program ® New England Fund Program of the Federal Home Loan Bank of Boston The Project (the "Final Project"), as approved under the Comprehensive Permit issued by the Barnstable Board of Appeals (the "Board") August 30, 2007 (the "Comprehensive Permit') and appealed by the Petitioner to the Housing Appeals Committee in the case No. 07714, entitled "Bay Point, LLC, v. Barnstable Zoning Board of Appeals". All issues in that appeal were settled by compromise and approved August 27, 2010 by the Housing Appeals Committee in an "Endorsed Disposition and Settlement Agreement" filed with the Barnstable Town Clerk on January 14, 2011. This Agreement allows for the construction of eight (8) age restricted units of ownership housing on approximately 2.38 acres of land located at 671 Main Street (the "Site") in Deval L Patrick,Governor Ronald A.Homer,Chairman Thomas R.Gleason,Executive Director Thomas N.O'Brien,Vice Chair Page 2 PLM Buzzy LLC RE: Cotuit Center Residences PE-322 Barnstable (the "Municipality"). According to information presented by PLM Buzzy LLC (the "Applicant"), the Project will receive construction financing from Eastern Bank. At least 25% of the loan amount will be assigned to Eastern Bank under the Federal Home Loan Bank of Boston's (FHLBB) New England Fund (NEF) Program. Pursuant to the Comprehensive Permit and the Comprehensive Permit Rules, the Final Project will contain two (2) affordable units of housing available for sale to persons or families earning not greater than 80 percent of the area median income ("Income Requirement") in perpetuity ("Term Requirement"). The affordable units shall consist of one (1) condominium unit containing one (1) bedroom and one (1) condominium unit containing two (2) bedrooms. Profit to the developer shall be limited to no more than 20 percent of total development costs for the Project ("Limited Dividend Requirement"). In connection with our determination herein, we have reviewed (i)the Site Approval (prior to the issuance of which an on-site inspection was performed), (ii) the Comprehensive Permit, (iii) the revised, preliminary plans on which the Comprehensive Permit was based (the "Plans"), (iv) the form of regulatory agreement (including the form of deed rider and affordability and limited dividend monitoring services agreements attached thereto, the "Regulatory Agreement") to be recorded with the land records in the registry district in which the Municipality is located, (v) an updated initial pro forma for the Final Project (the "Updated Pro Forma"), (vi) the terms of the financing to be used for the Final Project, including provisions for monitoring of the Project during construction (the "Financing"), (vii) if not set forth on the Plans, a unit locator plan showing the preliminary location of the affordable units (the "Unit Locator Plan"), and (viii) other pertinent information presented by the applicant and others. As this request for Final Approval involves a transfer of the Comprehensive Permit and Site Approval determination to a new developer and owner entity, MassHousing has received and reviewed information regarding the qualification and experience of the Developer and Proposed Transferee, PLM Buzzy LLC. As a result of our review, we have made the following findings as required by 760 CMR 56.04(7)(a), as informed by 56.04(1) and (4): (1) the Final Project appears generally eligible under the requirement of the housing subsidy program, (2) the site of the Final Project is generally appropriate for residential development, (3) the Final Project design is generally appropriate for the site on which it is located, (4) the Final Project appears financially feasible within the housing market in which it will be situated based on comparable sales figures, (5) the Updated Pro Forma has been reviewed, and the Final Project appears financially feasible on the basis of estimated development costs and consistent with the Comprehensive Permit Rules, (6) the Regulatory Agreement and attached form of deed rider, when properly recorded, contain provisions which reasonably ensure compliance with the Income Requirement, Term Requirement and Limited Dividend Requirement (thereby qualifying the Applicant as a limited dividend organization), and (7) the Applicant controls the site. In addition, the affordable units, if located in general conformance with the Unit Locator Plan or the Plans, will be reasonably interspersed with the market rate units. Page 3 PLM Buzzy LLC RE: Cotuit Center Residences PE-322 In addition to the above, and as required by 760 CMR 56.04(7)(b) and (c), this Final Approval (i) confirms that the Regulatory Agreement(a copy of which is annexed hereto as Exhibit A), as the proposed Use Restriction, is in a form consistent with the Comprehensive Permit Rules, (ii) verifies that the cost examination requirements have been acknowledged and that a commitment has been made by the Applicant to comply with the cost examination requirements defined in 760 CMR 56.04(8), as evidenced by the Developer's executed Acknowledgment of Obligations (a copy of which is annexed hereto as Exhibit B), and (iii) verifies that adequate financial surety, as defined in the Comprehensive Permit Rules, has been secured in the form of cash escrow (received by wire transfer) in accordance with the provisions of the Comprehensive Permit Surety Escrow Agreement between the Applicant and MassHousing dated September 11, 2014 received by MassHousing dated September 11, 2014, and held by MassHousing acting as Subsidizing Agency (formerly, "Project Administrator")under the Comprehensive Permit Rules. We note that the permit as issued contains a local preference condition. Such conditions are subject to the requirements of applicable state and federal fair housing laws. To the extent such conditions conflict with said laws,the provisions of the fair housing laws must govern. Submission of an examined cost certification will be required upon completion of the development in order to determine that developer profits do not exceed 20% of total development costs. The developer must adhere to the Land.Value Policy described in the Guidelines. The land acquisition cost, for cost certification purposes, has been established at $700,000, based on an appraisal in a self-contained format prepared for MassHousing by Clancy Appraisal Company as of March 15, 2005. Please note that while MassHousing has reviewed the Updated Pro Forma and determined that . it appears reasonable and consistent with the Comprehensive Permit Rules,this Final Approval is not an approval of the Updated Pro Forma's individual line items and all line items other than land acquisition cost will need to be properly supported when the Final Project's cost examination is submitted. Please note that this Final Approval does not constitute site plan or building design approval. Furthermore, please note that we have not reviewed nor approved the Plans for compliance with federal, state or local codes or other laws pertaining to construction since such approvals are within the jurisdiction of the local building official and zoning enforcement officer. Similarly, we are relying on the local building official and zoning enforcement officer to ensure that the final plans and specifications comply with the Comprehensive Permit prior to issuing a building permit. We view issuance of the building permit as evidence of such compliance. This Final Approval is contingent upon recording of the Regulatory Agreement executed on behalf of PLM Buzzy LLC and dated as of July 8, 2014, in the form prescribed by MassHousing in its role as Subsidizing Agency. Furthermore, this Final Approval will be effective for a period of the earlier of(a) six months following the date of this letter, or (b) the expiration date of the construction loan commitment submitted as part of the Final Approval application. Should the applicant not apply for building permits for the Project within this period or should MassHousing not extend the effective period of this letter in writing, the letter shall be considered to have Page 4 f PLM Buzzy LLC RE: Cotuit Center Residences PE-322 expired and no longer be in effect. In addition, we are requiring that MassHousing be notified at the time of the issuance of the building permits for the Project. Please note that the maximum initial sales prices to be inserted on Exhibit B of the Regulatory Agreement are determined by reference to the Area median income for the appropriately sized household for the affordable units. In accordance with DHCD's formula, the appropriately sized household for the unit is the number of bedrooms in the unit plus one. Please contact Gregory P. Watson of our office should you need assistance in calculating figures. If you have any questions concerning this letter, please contact Michael J. Busby at 617-854- 1219. S4relly, Watson Manager, Comprehensive Permit Programs Attachments: Exhibit A—Regulatory Agreement Exhibit B—Developer's Acknowledgment of Obligations cc: Mr. Aaron Gornstein, Undersecretary, Department of Housing and Community Development Ms. Jessica Rapp Grassetti, President,Barnstable Town Council Mr. Craig Larson, Chairman, Barnstable Zoning Board of Appeals w Cpmmonweaith of Massachusetts Sheet Metal Permit MaPI2,2!Parcel— ;� PERMIT Date: 1/ !y A Permit# uG262014 Estimated Job Cost:$ Permit Fee: $ Plans Submitted: YES N OFBARNST eviewed: YES NO_..,. Business License# Applicant License# 5 1 Business Information: Property Owner/Job Location Information: Name: e,A 0 '� Ct9f� �L�nti At CeI Name: 17N Street: `VtPAA — Street: J � City/Town: 4 �a � � City/Town: !►n dth Telephone• Sd6—35 q — 21-01 Telephone: 56(4— -2 7 & —�*lf 3 Photo I.D.required/Copy of Photo I.D. attached: YES, X NO staff i®iael J-11 M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial;up to 10,000 sq.t. i 2-stories or less ✓ Residential: 1-2 family Mufti-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept.Approval Institutional_ Other Square Footage: under 10,000.sq. ft. over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: 1� HVAC Metal Watershed Roofing Kitchen Exhaust.System Metal Chimney/'Vents: Air Balancing Provide detailed description of work to be done: cs F lC� - 7w �- i i INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes, ida❑ If you have checked YXZ indicate the type of coverage by checking the appropriate box below: f A liability insurance policy.19 Other type of indemnity ❑ Bond ❑ 's OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the J Massachusetts General Laws,and that my signature on this permit application waives;this requirement. Check One Only Owner ❑ Agent. ❑ Signature of Owner or Owner's Agent 1 By checking this box[_-],I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be i in compliance with all pertinent provision.of the.Massachusetts Building Code and Chapter 112 of the General haws. i Duct inspection required prior to insulation installation:YES NO } Pro e� ss InsRection Date Comments I I I ! I i Final Insg on I Date Comments i 1 Type of license: i 3v Master Me ❑Master-Restricted ilylTown 171Joumeyperson Signature of Licensee i zermit# OJoumeyperson-Restricted License Number _ee ❑ Check at yyb 3LMass.aovtdnl nspector Signature of Permit Approval I The Commonwealth of Massachuseffs Departmelxt oflndustrial Accidents O ifce of Investigations 600 Washington Street Boston,MA, 02111 . rww».massgov/dia Workers'Compensation Insnrance Affidavit:Builders/Contractors/Electricians/Plumbers Apiplicant Information Please Print Le "bI Name(Busmesslaymization/Individual): t Address: yr ¢�E�4t_ City/State/Zip:.' �O✓ MA Phone:#: , Sa;e� Are you=employer?Check the appropriate boa: -Type of project(required):; 1. am a employer with . !!� 4. ❑ I am a general contractor and I 6. C3 New construction . employees(full and/or part Lime).*. have hired She sub=contractm 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet. 7. SF emodeling ship and have no employees These sub-contractors have $. F-1 Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance: comp.insurance:t requited.) 5. E We are a corporation and its 10.❑Electrical repairs or additions '3.❑ I am a homeowner doing all work officers have exercised their 11.17 Phmrb*repairs or additions, myself[No workers'camp. right of exemption per MGL 12.❑Roofrepairs inrmance t c.152,§1(4),and we have no ,. employees.[No workers' 13. Other camp.insurance mquired.] •Any applicant that checks box 01 mua also RU out the section below showing thoir workers'compmsution poHcyioforan. t Homeowners wbo submit this affidavit indicating they am doing all work and then hire outside contactors must submit a new affidavit indicating such. $Contractors that check this box must attached as additional sheet showing the name of the sub-contractors and slate whether or not those entities bays employees. If the sub-contractocs.have employees,they must provide their worimas'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name: Gf/1�r Ci bL Policy#or Self-iris.Lic.#_ � � 1 Expiration Date: Job Site Address: /., 7 Z Z—4 i Pj C* City/statelZiw 1Ji- Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Fatlure:to secure coverage as required under Section 25A.of MGL c. 1.52 can lead to ft imposition of.criminal.penalties of a fine tip to$1,500.00 and/or one-year.imprisonment,as well as civil penalties in the form of a.STOP WORK ORDER and a:fine of up to$250.00 a day against the violator. Be.advised thata copy"of this staterneritt maybe forwarded to the Office of Invesd ations of the DIA for in�,r�rFce coverage verification. I do hereby certify under the pains•andpenalties of perjury that the information provided above,is true and correct. r - 12 Date: ` Phone 7J U D,fxid use only. Do not write in this area,to be completed by city or town o f feral City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.CitylTown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other 1 Contact Person: Phone#: I -.. . ---- _ = Tp— i J f 41fa 1'. 3�.7- e m� :� "`@ — I ��amor-oa.aoi4re�,dr-as�209 x?' DIVISIONOF • O a 4. f 4 # �S32OWN OF R '� u�.aesL��ai�� +f..iti ✓'/'�'bw�� .4.... c...t'��Y�'L��f �h""�'f'+.��'.�: t :J Town of Barnstable . Regulatory Services Thomas.F.`Geiler,Director 5 � Building Division. Tom Perry,Building Commissioner 200.Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Pax: 508-190-6230 Property Owner Must Complete and Sign This Section. yf Using A Builder `30-CAn 1 ,as Owner of the subject.property hereby authorize a 0 L %eX-%V-.C-%A to act on my beh4 in all matters.relative to work authorized by this building permit 60_(I;, (Address of Job) **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. tur of er Signature of Applicant Print Name Print Name Date QYORM&OWNERPEROSSIONPOOLS Aco CERTIFICATE OF LIABILITY INSURANCE DID 10/180/18/2013013 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 N AME:NTACT Michael Edwards Lawrence Carlin Insurance Agency PHONE (508)540-7100 FAACNo:(508)540-8426 230 Jones Road MAIL ADORE .Michael@lawrencecarlin.com INSURE S AFFORDING COVERAGE NAIC# Falmouth MA 02540 'INSURER ANorfolk & Dedham Mutual Ins Co INSURED INSURERS Technology Insurance Co Cape Cod Mechanical Systems Inc. INSURERC: 8 Fruean Avenue INSURER D: INSURER E: South Yarmouth MA _02664_ . _ INSURERF: _ COVERAGES CERTIFICATE NUMBER:2013 Master 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. INSRLTR ADDLISUBRI TYPE OF INSURANCE POLICY NUMBER MM/DDY/YYYY POLICY MI DYIYYYY LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE NTE COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG .$ POLICY PRO- LOC $ JC AUTOMOBILE LIABILITY Ee BINE accident) LIMIT 1,000,000 ANY AUTO BODILY INJURY(Per person) $ A ALLOWNED SCHEDULED 91275445A 12/22/201212/22/2013 AUTOS X AUTOS BODILY INJURY(Per accident) $ R HIRED AUTOS X NONdW DAMAGE NED PROPERTY D $ lAUTOS Per accident Uninsured motorist combined $ 50,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAS HCLAIMS-MADE AGGREGATE $ DED RETENTIONS $ B WORKERS COMPENSATION TORY WC STATU• OTH- FIR AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE F N/A E.L.EACH ACCIDENT $ 11000,000 OFFICER/MEMBER EXCLUDED? C3067846 9/21/2013 9/21/2014 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1 000 000 If yes,describe under _ DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I$ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS 1 VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION (508)7 90-6230 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. Building Dept. 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis, MA 02601 David Lawrence/MEDWAR — `ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025/7ntnnai m The of npn nama and Innn ara reniefarael m=rite of Ar:r1Rr1 Mass. Corporations, external master page Page 1 of 2 � a x } William Francis Galvin b Secretary of ,. Commonwealth Corporations Division Business Entity Summary ID Number: 464275132 Request certificate New search Summary for: PLM BUZZY LLC The exact name of the Domestic Limited Liability Company (LLC): PLM BUZZY LLC Entity type: Domestic Limited Liability Company (LLC) Identification Number: 464275132 Date of Organization in Massachusetts: 12-11-2013 Last date certain: The location or address where the records are maintained (A PO box,is not a valid location or address): Address: 785 WILLIAMS STREET City or town, State, Zip code, LONG MEADOW, MA 01106 USA Country: The name and address of the Resident Agent: Name: PETER M. DAIGLE, ESQ. Address: THE LAW OFFICE OF PETER M. DAIGLE, P.C. 1550 FALMOUTH ROAD, SUITE 10 City or town, State, Zip code, CENTERVILLE, MA 02632 USA' Country: The name and business address of each Manager: Title Individual name Address MANAGER THOMAS EDWARD 120 EAST AVE FL 3 ROCHESTER, NY 14604 MASASCHI USA In addition to the manager(s), the name and business address of the person(s) authorized to execute documents to be filed with the Corporations Division: Title Individual name Address 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 http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=464275132&... 8/26/2014 Mass. Corporations, external master page Page 2 of 2 REAL PROPERTY ITHOMAS EDWARD 120 EAST AVE FL 3 ROCHESTER, NY 14604 MASASCHI USA ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Annual Report Annual Report - Professional Articles of Entity Conversion Certificate of Amendment V View filings Comments or notes associated with this business entity: n New search http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=464275132&... 8/26/2014 EDWIN KAWNSKI,PE 106 NEW ROAD CANTERBURY,NH 03224 603-856-4247 edwinkaminski@yahoo.com DHD VENTURES DAN MCGRAITH PS, 671 MAIN ST. COTUIT,MA t 8-14-14 RE; RESIDENCE AT 671 MAIN STREET-COTUIT,MA. INSPECTION REPORT; p On 8-11-141 inspected the above project with you BASEMENT/CRAWL SPACE You installed 4 concrete footings,size 2 x 2 x 18-24"deep. On top of the footings were place PT 6 z 6 column locations. There is one post that is supported by an wood post supporting the floor above at the , cmu on it's side. This may crack when the total load is on the block. Jack up the floor in this location,and rotate the block so it is in the upright position. Place a steel plate 1/4 x 8 x 8 on top of the block to spread the load out. It is suggested to paint the plate with a rust inhibiting paint. These footings and posts are sufficient to support the superimposed dead load,live load and roof snow load above,and in compliance with the Provisions of the Ma.State Building Code. FIRST FLOOR The added 4 x 4 posts, microlam beams with hangers are sized and installed correctly to resist the superunposed loads from the second floor and roof. SECOND FLOOR - The existing joists that were sintered up with 2 x 10 fir joist will.reduce the deflection,and increase the' strength of the system. They are not however sufficient to carry a full live load in the attic,and should not be used as living area. The stairway accessing the third floor is not to code as it is too steep. The work that was done on the third floor fuming is sufficient for the purpose of using as incidental access. ROOF FRAMING The existing framing,full size 3 x 6 rafters at 33'+/-is more lightly framed than code,but the existing roof has performed for over 100 years;with no signs of failure. The existing collar ties.require installing more nails than they already have. Install one row of 8d nails where the splitting will be minimized,on each end of each collar tie. Overall,the renovated structure has greater load carrying capacity than the original structure,and will perform to meet the intent of the Ma.State Building Code. `' Please call with questions. OF Regards; K. Edwin Kaminski,P.E. 1 r 1 r y r Ins ulation Certificate ert cate Main Str Cotuit Number and Street City Barnstable County Subdivision Lot Number Permit Number Description of Installation ROOF Product_ICYNENE Pro Max Lot Number Thickness (inches) 8 Thermal Resistance (R-Value) 30 EXTERIOR WALLS Product ICYNENE Lot Number Thickness (inches) 4 Thermal Resistance(R-Value) 15 CRAWL SPACE CEILING Product Bay Seal CC X Lot Number Thickness (inches) 4.5 Thermal Resistance (R-Value) 30 Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards. _Bob Welch General Contractor(Builder) . License Number 8/21/2014 Signature and Title Date Cape Cod Spray Foam LLC 177492 Sub-Contractor(Insulation Installer) License Number _manager:_lvan Pauliucheka 8/21/2014 Signature and Title Date V \ Ar 3 3"11 51191 2"-" 5J1619 L1�:'I N1 �e E' gg,qq ofhir �. 1Q: 1' Win} 19A I I stain;and tail fr0��flra#floor 15 u I x CN rrt�stee c:lcse I � i TIE, CN CLOSE r IL fi�IASTf�ER BATH' �1 r1 I. } 3 31-11 511 Town of Barnstable ti * * , Regulatory Services * BARN3TABLE. MAW � Richard V. Scali, Interim Director A�FDMp'1A1� Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 January 29, 2014 Robert Welch Manager PLM Buzzy LLC Re: 671 Main St., Cotuit MA 02635 This letter is to confirm what scope of work may proceed under permit# 201307901. 1. Remove existing sheetrock from the interior of the existing single family home. 2. Replace exterior siding. 3. Repair as necessary exterior trim. 4. Insulate interior. 5. Sheetrock interior. This permit does not allow for the removal of the existing garage structure. This also does p gg g not allow for the removal and replacement of the existing windows. In order to conduct work on the garage and windows, separate permits must be applied for and obtained and the Barnstable Historic Commission may need to approve said work. In addition, any removal of hazardous materials, asbestos must to be performed by an asbestos remediation specialist. According to Condition#21 of the Comprehensive Permit, the exterior renovation," shall comply with The Secretary of the Interior's Standards for Rehabilitation and Guidelines for Rehabilitating Historic Structures. " Sincere , Thomas Perry Pert —Building Commissioner Relch Q:\WPFILES\PERRY\67I mainstreetcotuit2014.doc - � S I !A, CIP i s C I � TOWN OF BARNSTABLE BUILDING PERMIT.APPLICATION Map U 3 Parcel �'� Application #�c� �� Health Division 2 9 r I'_�- v 6 Date Issued Conservation Division Application Fee -� PlanningDept. Permit Fee 7 t"p �?��a Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village rt �— Owner 2( Address Telephone -FE> 7 Permit Request 42�M WLA J�: UY_' Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No 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 ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 140-ile I mlGr a�k, Telephone Number -1 C�� " 7 Ao :' Address /acagioQ 61' License # CS- 1 dTRq ema ,4 026:2 Home Improvement Contractor# 2q:3 `Email . �A)l p � f A`41 di'Zf�iU j IJ Lf Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO r SIGNATUR DATE Z Al r el _ FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE I . OWNER DATE OF INSPECTION: FOUNDATION ' FRAME INSULATION �t € FIREPLACE K h' ELECTRICAL: ROUGH FINAL g ` PLUMBING: ROUGH FINAL t' GAS: ROUGH FINAL FINAL BUILDING F DA-T_E CLOSED OUT r . ASSOCIATION PLAN NO. 0F1HE A Town of Barnstable Regulatory Services BMWSTABtE Richard V. Scali, Director rFo r,,pr a Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY I, 98G') , Construction Supervisor License hereby certify that I have assumed responsibility for the project under construction, as authorized by building permit# r 10 , issued to (property address) CO rl f M Gt t on ; 2013 , The following dgcuments are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form (if applicable) copy of my Home Improvement Contractor registration(if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond(if applicable) /OZ ICENS HOLDER DATE lV q/forms/newcontrb rev:040414 f Massachusetts -Department of Public'Safety Board of Building Regulations and Standards. f Construction Supervisor ' t License:CS-107897 ' DANIEL MCGRAT'H 312 CAMP STREET West Yarmouth MA 026 : J..la..��1 • �� s'a, ' Expiration Commissioner 06/13/2018 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration -=—�= Registration: 179293 Type: Individual .. x/ Expiration: 7/15/2016 Tr# 2W77 DANIEL J. MCGRATH DANIEL MCGRATH 312 CAMP STREET a° r WEST YARMOUTH, MA 02673 r fa Update Address and return card.Mark reason for change. [J;Address Renewal 0 Employment Lost Card SCA1 0 20M-M11' e�ra�cvre�rcnecclll oUl�cs rcciccae - License or registration valid for individul use on Office or Consumer Affairs&Busi ess Regulation g tY OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration ,179293 Type- Office of Consumer Affairs and Business Regulation xpiration E Z/15/201 ,, Individual 10 Park Plaza-Suite 5170 ` ==_— Boston MA 02116 DANI J.MCGRATH` i L DANIEL MCGRATH0 V_� 312 CAMP STREET d `�, gM6 Epp WEST YARMOUTH,MA'02673' Undersecretary Not valid witho sig to Town of Barnstable Regulatory Services 11AMSTABIX Richard V.Scali,Interim Director 639. Building Division Tom Perry,Building Commissioner . 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, t ®4qAS 1 l� g� as Owner of the subject property hereby authorize ��i e: MC62 to act on my behalf, in all matters relative to work authorized by this building permit. (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of A phcant � 5 Print Name Print Name Date Q:FORM&OWNERPERMISSIONPOOLS 10/13 Town of Barnstable = Regulatory Services _ �t Richard V.Scali,Interim Director �• Building Division sARtvsrAai.E. Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 'QED MA'l www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB.LOCATION: village number street "HOMEOWNER": work hone# name home phone# P CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occugied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a.license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures.,A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for'all such work performed under the 1.building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION -^ The Code states that: "Any homeowner performing work for which a building permit is'required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,.particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the eowner certify that he/she understands the responsibilities of a Supervisor. On the last page permit application,that the hom of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 06.1313 AAA Deter t of I�> of i-d flccide� . f��ce•tr��r�'orts 600 Was*rrrg byr reef Bostan,MA 02 • rvnm.r��gv��rlin W,arke-rs' •Campe=tiunInswranceAA0avit:BtildersfC�anfractursMectricianslPlumbers A-Ppl Fc-anl:Tnfarmatian / Please P'rmt ibIy Name Qksiness/drgsniraiionlfm3zvichral7: A L CU'f City/Sta&Zip: IA2 Phoneme 7 7 C� lire you ait employer?Che the-appropriate b%= T of o'ect r 4_ I�$ c�tnfractar atrclI }� �' 3 �mud),= I am a employer with .. ❑ al ❑New s�uctitsn" emlrloyees(fall andtorgartfine)-* havehire&tbe mb con#raciors. I am a sole PmP i for orpartner- Usted on tht'at#ached sheet F_ [IRe od ;**g slug and have no employees These snh--contractors have: 8_ ❑Demolition . wading forme in any capacity: employees and have workers' Q Ruildi addition a [NO WoAXIS' comp.imsaranre, Comp_mcnrara =e aired] 5. ❑ We,area corporatiOnand its I0❑Electrical repairs or additions 3-❑ I am a homeou er doing all work L of cars have exercised their 1 f E Pl=biag repairs or additions• right.of emotion per MGL ,.cif [No Worlrers'comp- right. 12-0 Roof repairs c 15Z j1(4),and we hnm no ins rtrAnre -I F 13-❑Other employ�-INo wodo s' . - comp.insurance re uire&I * �Pb that checks box flumst also Ella=the section beIowshowingr eirwo$cess'compensadGnporicTi , l�irmeawneas orho subnii&L tias aM&v;.iodr,-t�mg dl�y a`-a doing_U v.* -M & hTMe outside cunt-BCmm rrmst submit a new of dnit Mrh � --TCont�cmrs thst rhork this box mast sttache3 m a�3Aitirm9t shed shdAing the name of g1e sub-Ca�aaor6 and state tchether ncnotthose efi� employees•. If the solKol=cmcs hale employees,they nmst F—dde then warps s'tamp.policy member_ lam arz employer that is prm idixg warkamcongwnsakan i mzrance for ray emptayeca. Belau is the paUcy and job sits Insa=ance GompanyNama: Policy 4 Cr Self-ins_Lio_ k FxpiratiouDate. Job Sze Adder_ A /��r�l� Z� City'statclZtp_ Attach a copy of the Ts rkers'cDmpensation policy cledaration page(showing the policy number and erpsation date). FaRure to secare caverage as zepiredunckT Sectior<SA of MGL c_ 152 can lead to the imposition of criminal pe aAfies of a fine up to SL50100 andlor one yearimprisc as well as ciiil penalties in tite form of a STOP WORK ORDER-and a fine- of up to$-50.00 a day against the violator: Be advised that a copy of this statement may be forwarded to the Office of..,, investigations DIA far insarar ce coverage vm[Ecatim- I do h a Celli render the s tuld on es thatfhe lrzf vrzrardianprmrzdc�d abrJs�e is true rmd c�rxecf r C. � . z;ate Phone 9 Oj ciui use only. Do not trri&in floe area,to bg cQiazpieW by ctry err town njjiciaL City or Town: PcrmilIicense# Fssuing Aathoritg(circle one): .; L Bo2m-d of Health 2.Binding Department I'Ci pTGwn Clerk 4.Electrical firspeetor S.Pfuzabing Ems pector' 6.Other Coact Persan: Phone it: 6 J!_l o-rmatzon and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute,an emplayee is defined as"---every person in.the service of another under any contract ofhire, 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 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 dweIling house or on the grounds or building appur mant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, &25C(6)also states that"every state or IOcal 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 nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the in tits-ance 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 sitiatiOn and,if necessary,supply sub-coati actor(s)name(s), addresses)and phone number(s)along with their ceri�ficaye�s)of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(LLP)with no empI oyees other than the members or partners;are not required to carry workers' compensation insurance. If an LLC or LL`IP does have employees;a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation ofias=ce boverage. Also be sure to sign and date the affidavit The affidia)it shoui_d be retuned to the city or town that the application for the permit or license is being re utstedl,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,El in the paanitJlic;mse number which will be used as a reference number. In addition,an applicant that must submit multiple pennitllicense applications in any given year,need only submit one affidavit indicating c=ent 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 madaml by the city or town may be provided to th.e 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 venue (i.e.a dog license or permit to burn Ieaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would bide to thank you is advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. a� COl7YMOILWt-81th of Massachus�tks Depaztmmt of hid al Aoaideuts Q Zee of kve''stigatia-M 6M Washingtan Size Bastaa=IA G21 11 Tel,fA 617 727-49�5 W 4Q6 or 1-9 W SS.AFI� Revised 4-24-07 Fax# 6.17-7.27-7749 . gov/dia Mass. Corporations, external master page Page 1 of 2 j �Lr�,MF 4I William Francis Galvin Secretary � •r of the Commonwealth of Massachusetts HOME DIRECTIONS CONTACT US Search sec.state.ma.us "search`"" Corporations Division Business Entity Summary ID Number:464275132 Request certificate .T I New search 77 Summary for: PLM BUZZY LLC The exact name of the Domestic Limited Liability Company(LLC): PLM BUZZY LLC Entity type: Domestic Limited Liability Company(LLC) Identification Number:464275132 Date of Organization in Massachusetts: 12-11-2013 Last date certain: The location or address where the records are maintained (A PO box is not a valid location or address): Address: 785 WILLIAMS STREET City or town,State, Zip code,Country: LONG MEADOW, MA 01106 USA The name and address of the Resident Agent: Name: PETER M. DAIGLE, ESQ. Address: THE LAW OFFICE OF PETER M. DAIGLE, P.C. 1550 FALMOUTH ROAD, SUITE 10 City or town, State, Zip code,Country: CENTERVILLE, MA 02632 USA The name and business address of each Manager: Title Individual name Address MANAGER THOMAS EDWARD MASASCHI 120 EAST AVE FL 3 ROCHESTER, NY 14604 USA In addition to the manager(s),the name and business address of the person(s)authorized to execute documents to be filed with the Corporations Division: Title Individual name Address I 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 I Individual name Address REAL PROPERTY I THOMAS EDWARD MASASCHI 120 EAST AVE FL 3 ROCHESTER, NY 14604 USA fry Consent r Confidential Data r Merger Allowed r Manufacturing View filings for this business entity: Annual Report Annual Report-Professional #€ Articles of Entity Conversion Certificate of Amendment EEC TV! Comments or notes associated with this business entity: http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=464275132&... 1/29/2014 PROJECT I NAME: ADDRESS: PER HT# PERMIT DATE: y LARGE. ROLLED PLAINTS LN: . BOX 1 SLOT Data entered in MAPS program on: BY: HOLLY MANAGEMENT & SUPPLY CORPORATION 297 North Street Hyannis,Massachusetts 02601 (508)775-9316 FAX(508)775-6526 August 2, 2013 Mr. Thomas Perry Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 Re -6-7-1 aiffiStreet 'Cotuit; Dear Mr..Perry, e Our landscaper, New Village Landscape, missed his sc eduled3 cutting of the Cotuit site. It was mowed on Wednesda 7/3103 CD and will be mowed every other Wednesday instead of ice a- `n month. This scheduling is easier to adhere to and provides better appearance. I left a message on your voice mail this morning covering the above. In addition, I have acknowledged your request for a site meeting. Stuart and I will be pleased to meet with you at the site at your convenience. Please call me at 508-776-3104 to schedule. Si cerely, Edward E. Mackay Director of Sales Holly.Management IHE Town of Barnstable Regulatory Services • HAM srABM • „„� Thomas F. Geiler,Director Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 July 29, 2013 Mr. Stuart Bornstein Bay Point LLC 297 North Street Hyannis, MA 02601 RE: 671 Main Street, Cotuit Dear Mr. Bornstein, Recently it has come to my attention that the property at 671 Main Street in Cotuit has an executed Memorandum of Understanding dated April 23, 2013,which was signed by yourself and Thomas Lynch the Town Manager. Part of this agreement is section C which requires that the landscaping"will maintain the landscaping in an acceptable and aesthetically pleasing presentation of at least twice per month between April 1 and October 31". It appears that this lawn has not been cut in a number of weeks; please have this rectified as soon as possible,, Also this building was to have the windows and doors which were boarded over to have that material removed. I wish to make arrangements to meet out at the site and go over aspects of this section in person. We look forward to your cooperation in these matters to resolution. Sincerely Thomas Perry, CBO Building Commissioner cc: Ruth Weil, Town Attorney Tom Lynch, Town Manager I SECOND MEMORANDUM OF UNDERSTANDING This Memorandum of Understanding is executed in connection with a certain Endorsed Disposition and Settlement Agreement by and between Bay Point,LLC("Bay Point")and the Town of Barnstable and the Cotuit Fire District(collectively the"Town"), dated as of August 16, 2010("the Agreement')and in connection with a certain Memorandum of Understanding("first MOU") dated March 28, 2012. Whereas the parties negotiated and executed both the Agreement and the first MOU in good faith in order to amicably settle pending litigation before the Housing Appeals Committee; Whereas the parties intend to clarify certain mechanical and logistical elements of their Agreement and MOU in order to facilitate securing Barnstable's interests further; Whereas this Memorandum of Understanding("MOU#2")is not intended to change the benefit of the bargain reached between the parties,but rather is intended to address issues that have been encountered in implementing the Agreement and the first MOU in order to effectuate the intent of the parties; i The parties therefore have the following additional agreements and understandings with respect to the Agreement and the first MOU,which the parties hereby reaffirm,except to the extent of any conflict between the content of this second MOU and either of the earlier i documents in which event the terms of this second MOU shall control. i 1) The three year time limit imposed on Bay Point to complete construction pursuant to i Paragraph 9 of the Agreement shall be deemed to run to December 31, 2016 notwithstanding any agreement to the contrary. Bay Point remains committed to completing construction as soon as practicable prior to such time limit. 2) As additional consideration for the further extension of time to complete the affordable , housing project contemplated in the Agreement as extended by this MOU, Bay Point agrees to the following: A. Not later than June 30,2014,Bay Point will undertake and complete all construction on the existing residence shown as"Existing D.U." as shown on a plan partially entitled"Bay Point Townhouses Layout and Landscape Site Plan" dated and revised 5/8/09. I 1 B. Provided that the renovations to the Existing D.U. are substantially complete(as that term is defined in section 9(B)of the Agreement)not later than June 30,2014,then one third(1/3)of the amount then held in the Escrow Account described below shall be released to Bay Point. If the residence is not substantially complete by that date,no monies shall be released and shall remain in escrow per the terms of the Escrow Agreement and the Agreement. C. Bay Point will immediately undertake a comprehensive cleanup of the entire property which is the subject of the Agreement, and will diligently perform all acts necessary to keep the property and its landscaping in order. To this end,Bay Point will maintain the landscape in an acceptable and aesthetically pleasing presentation at least twice per month between April 1 and October 31 and as necessary for the balance of the year until the proposed landscaping for the project is substantially comPleted. Additionally,Bay Point will take all steps necessary to make the existing home more aesthetically pleasing. Without limiting the actions reasonably necessary to accomplish this,Bay Point will remove boarding over windows and doors, adequately secure the structure from unauthorized entry, and perform any other tasks deemed reasonably necessary to secure the property. To accomplish and provide guidance to achieve these ends,the building commissioner of the Town of Barnstable,will monitor the condition of the property and may provide direction to Bay Point to remedy conditions which do not meet the aspirational standards of this MOU. Bay Point will, in turn,implement instructions of the building commissioner at the next scheduled maintenance session,but not later than two weeks from such notice. The judgment of the building commissioner with respect to aesthetics shall be absolute. The obligations imposed by this section 3(C) shall be a material condition of this MOU for breach of which Bay Point may be declared in default of its collective obligations of the Agreement and both MOD's.To the extent not inconsistent with this second MOU, the parties reaffirm the Agreement and the First MOU. 3) The parties acknowledge that one of the primary inducements for Barnstable to enter into the Agreement, to secure funding from the Barnstable Community Preservation Committee, and to pay over the same to Bay Point is to ensure that the construction of two affordable housing units will take place as contemplated in the Agreement. In order to assure that this purpose is accomplished,the parties have agreed to establish an escrow fund in which the proceeds to be paid by Barnstable per the Agreement will be held. The funds shall be held in the Escrow Agreement and released from the Escrow Agreement according to its terms. i 4) The parties understand and agree that the funds paid into the Escrow Agreement are intended to secure repayment of the consideration paid to Bay Point in the event Bay Point does not complete construction as provided in the Agreement before December 31,2016. The escrow funds are not intended to secure Bay Point's performance of other obligations under the 1, 2 I Agreement; rather,it is solely intended to secure performance of the obligations in Paragraph 9(B) and the repayment of money in the event such obligations are not fulfilled. Executed under seal this day of �� ( 2013. �—:—F—u—y AY LLC TOWN OF BARNST By: r �71. By: Thomas K. Lynch mafh Its:Town Manager {I ' I I 1 i c I i SaN U gssOG� _ - — _—�--— P.O.Box 121 Cotuit,MA 02635, September 25,2011•" John Minim Town Manager-Town of Barnstable { 367 Main Street Hyannis,MA 02601 Dear Mr.Klimm: ' On behalf of the Cotuit-Santuit Civic association,I'd like to again thank you for coming to Cotuit with many of your department heads last May for an on-site visit to areas of concern for (� the Association. As you-have heard no doubt from our President,Rich Boden,the response to �I that visit has been very positive and thorough on the Town's part and much appreciated by the �! . Civic Association, Not all areas of concern have been dealt with completely,but the process has definitely been a good one from the perspective of the Civic Association. . , In light of your up-coming departure from the office of Town Manager,I am copying this letter to Tom Lynch,your current Assistant,as he will be assuming the reins in October,we gather. During that visit last Spring,we viewed the derelict house owned by Start Bornstein at 671 Main Street,which at that time was unsecured,surrounded by overgrown vegetation,littered` with empty liquor bottles etc. In response to that visit and a call by you to the Town Attorney's office,late in the summer a landscaping firm arrived at the site and removed the extensive overgrown shrubbery from that part of the house that could be easily seen from the road and trimmed and neatened the area around the driveway and along Main Street immediately in front of the house. Ed McKay,a representative of Mr.Bornstein,secured the house by screwing the _ doors shut and seeing that the windows were locked. A week or two after that,Rich Boden of the Civic Association received a call from Charles McLaughlin,Assistant Town Attorney setting up a on-site meeting between the Civic Association and himself and Ed McKay,who had been fielding the calls from the lapidary"for sale" sign that was posted on the property for most of,the summer. Rich Boden,Phyllis Miller and myself attended the on-sire meeting with Attorney -,a McLaughlin and Ed McKay and reviewed the work done to clean up the place as well the plot plan.of the condominium/affordable housing project as it looks, pending the signing of the settlement agreed upon over a year ago between the Town and Bay Point LLC as part of Bay r Point's appeal to the Housing Appeals Committee in Boston. Following our on-site review of the plans,Attorney McLaughlin kindly sent me the full documentation of the settlement in order that sv - ' I could update the Executive Board of the Civic Association at our last meeting on the"pri'gress of w: this project. The "settlement" documents made between the Bornstein side and the Town in the'appeal made by Bay Point to the Housing Appeals Committee in Boston show significant changes from the original findings of the ZBA. If my recollection serves me well,although the proposal had started as an over-55 development,the ZBA had limited Bay Point to 11/12 bedrooms for any age resident,with three bedrooms in the main house and three structures each containing 3 single bedroom units of which the Town would own 2 affordable units. The current settlement returns the age group to over-55,limits the main house to two bedrooms and presents four additional structures containing 2 [2 bedroom units]units in three structures and one[1 bedroom unit]in the last. All the structures have been endowed the garages. All this is jammed into the area left after 1.05 acres are eased to the Town of Barnstable and the Fire District in the form of a"Restriction", which putatively allows the Board of Health and the Water Department of Cotuit to monitor the water run-off etc.to the nearby well [but may not prevent the Town from building on this property at a later date,we are told by a source who has dealt with such matters].The leaching field and sewerage systems—whose restrictions are presumably now eased buy the 55+status- are placed directly in front of the existing dwelling stretching very close toward Main Street. In reviewing the document,the Executive Board asked me to communicate our concerns to you about the settlement and items heard from Attorney McLaughlin and Ed McKay. l. It has been well over a year since the settlement has been signed,but the agreement does not subject Mr.Bornstein and Bay Point to any limitations on finishing the project until the lien is signed transferring the monies earmarked for the"Easement. Restriction"are transferred. There has been little movement on this front,which suggests that Mr.Bornstein or the Town Growth Management Department are separately or collectively stalling this project to await a better market for the units. Given Mr.Bornstein's track record at Freezer Point,the Civic Association remains concerned that this derelict house poses a threat to the neighborhood. 2. The current plan still awaits a site plan review,at which we hope all interested parties may comment. The plan seems to eschew proper setbacks on the north side and has added garages which we never part of the original plans for the site. There is concern by abutters to the north that the removal of major trees may disturb structures and foundations on their property. 3. The current plan proposes a change to a 55 plus age limited development. This has predicated changes to the sewerage system planned for the site. The abutters and townspeople who have fought hard to preserve the water quality of Cotuit need to be assured that the system installed will run properly,be nitrogen free,cause no noise or malodor—especially as it is sited on the street. 4. At our meeting with Attorney McLaughlin and Mr.McKay,we were given no assurances that the Town Growth Management Department would retain title to the two affordable units upon completion of the project. This was an important aspect of the original agreement forged with Mr.Bornstein and would maintain the Town interest in this property well after the developer has left the scene. The Civic Association views this with dismay and would argue that nothing in the language of the settlement prevents the Town from maintaining title to these units. Frankly,when viewed from the perspective of a potential buyer,the present project seems a disaster waiting to happen for the unfortunates who may be foolish enough to be gulled' into purchasing any part of this property except the affordable units whose owners will be content only with the affordability of the unit they might buy. Whatever the disposition of the settlement, it would seem that the time is now for the Town of Barnstable and Bay Point LLC to fish or cut I bait. The site plan review should be held and the lien executed and the project moved toward completion or Mr.Bornstein should divest himself of the property to an owner who will restore it from dereliction. Yours trul Thomas ght urgessAtheC for the Executive Roar it-San . is Association cc:Tom Lynch,Assistant Town Manager;Charles McLaughlin,Assistant Town Attorney; Thomas McKean,Director,Board of Health;Thomas Perry,Building Commissioner;Jo Anne Miller Buntich,Director,Comprehensive Planning;Richard Kiely,Chair,Cotuit Water Commissioners. J Town of Barnstable ,F Zoning Board of Appeals Gail Nightingale,Chairman 6 - 200 Main:S eet,Hyannis,Massachusetts 02601 Phone(508)862-4785 Fax(508)862-4725 Growth Management Department - 367 Main Street,Hyannis,MA 02601' Ruth J.Weil;Director April 13, 2006 Tom Perry, Building Commissioner. Town of Barnstable,Building Division 200 Main Street,Hyannis,MA 02601 , Reference: Zoning Board of Appeals Comprehensive Permit Application 2005-100-Bay Point LLC Request for review of new development plan.for the 2.38-acre lot addressed 671 Main• Street, Cotuit,MA(Assessor's Map 36,parcel 15) _. Dear Mr. Perry: I have enclosed a copy of the proposed new development plans submitted to the Zoning Board of Appeals, by the applicant Bay Point LLC, with respect to Comprehensive Permit Application 2005-100. The plan, submitted on April.6,2006,proposes 5 new buildings and each building will have 2 one- bedroom townhouses. The applicant also plans to reuse of the existing cottage and historic dwelling that reside on the land. There will be a total of 12 units and 15 bedrooms on the property: The location of the proposed structures and parking is situated outside of the 400-foot Zone 1 wellhead protection area. However, the location is still within a designated Zone II, Groundwater Protection Overlay District. An I/A, Innovating Alternative,on-site septic system has been proposed. The Zoning Board is requesting your agency's review,in regard.to these proposed new plans and would appreciate knowing any of your concerns: This Comprehensive-Permit hearing is continued to May 26,2006 at 7:30 P.M. If you could provide your comments to the Board's Office by May 18, 2006 it would be greatly appreciated. Should you need - any additional information,please contact Leandra Nicolo;Administrative Assistant at.'862-4785 or myself.Thank you for your participation and assistance. Thank you, Arthur P.Traczyk,Principal Planner file ZBA-2006—Correspondence—L-041306-on,Bay Point plan r6iew.doc Attachment: Bay Point Townhouse Site Plans and Architectural Plans copy: ZBA File 2005-100 _ 7 Gail Nightingale,ZBA Chairman Attorney Edwin E.Taipale,29.7 North St.,Hyannis,NIA 02601 Attorney Michael D.Ford, P.O.Box 665,W.Harwich,MA 02671 Ruth J.-Weil,Director Growth Management - Thomas A.Broadrick,Director,Regulatory Review Services 1 V--, [!,k �owwn Lof Barnstable Zoning Board of Appeals Gail Nightingale,Chairman . 13 2001Main�S reet,Hyannis,Massachusetts 02601 Phone(508)862-4785 Fax(508)862-4725 Growth Management Department 7 367 Main Street,Hyannis,MA 02601 Ruth J.Weil,Director April 13, 2006 Tom Perry,Building Commissioner Town of Barnstable,Building Division 200 Main Street,Hyannis,MA 02601 r Reference: Zoning Board of Appeals Comprehensive Permit Application 2005-100-Bay Point LLC Request for review of new development plan for the 2.38-acre lot addressed 671 Main Street, Cotuit,MA(Assessor's Map 36,parcel 15) Dear Mr. Perry: I have enclosed a copy of the proposed new development plans submitted to the Zoning Board of Appeals, by the applicant Bay Point LLC, with respect to Comprehensive Permit Application 2005-100. The plan, submitted on April 6,2006,proposes 5 new buildings and each building will have 2 one- bedroom townhouses. The applicant also plans to reuse of the existing cottage and historic dwelling that reside on the land. There will be a total of 12 units and 15 bedrooms on the property. The location of the proposed structures and parking is situated outside of the 400-foot Zone 1 wellhead protection area. However, the location is still within a designated Zone II, Groundwater Protection Overlay District. An I/A, Innovating Alternative, on-site septic system has been proposed. The Zoning Board is requesting your agency's review in regard to these proposed new plans and would appreciate knowing any of your concerns. This Comprehensive Permit hearing is continued to May 26, 2006 at 7:30 P.M. If you could provide your comments to the Board's Office by May 18, 2006 it would be greatly appreciated. Should you need any additional information,please contact Leandra Nicolo,Administrative Assistant at 862-4785 or myself. Thank you for your participation and assistance. Thank you, Arthur P. Traczyk,Principal Planner file ZBA-2006—Correspondence—L-041306-on Bay Point plan review.doc P Y P Attachment: Bay Point Townhouse Site Plans and Architectural Plans x copy: ZBA File 2005-100 Gail Nightingale,ZBA Chairman — . Attorney Edwin E.Taipale,297 North St.,Hyannis,MA 02601 Attorney Michael D.Ford, P.O.Box 665,W.Harwich,MA 02671 Ruth J.Weil,Director Growth Management t_> Thomas A.Broadrick,Director,Regulatory Review Services I r '. M ... �.:..... a :3Qyi+ aRsr.. 2yaF yS.wrai c__ , • c —_ L es , i �4 v , 17 rJA — _o �.. - I : ` LES t � Ll • Ejcyo S , a . W . - * �. , • _ T , y Y O i_ 0 ., ro a _ r z a' ° DETECTORS REVIEWED : - ---- - - - T - --- y «AMPJ If DEFT.' DAT xiz Bears o ' I .. :. • witsld'c 7{s..,.72 6.C..._'KEEP.. O A OL rs -AHr„r. i FizoNr.. ID _ �i"flo isTC:L CL z3 V. FIRE DEPARTtyIENT, - DATE ,. ; a .. _ I I : � • 0 �. _ .; ,.. _ _w__L..xz_.,czo�:A•- ',. � _ . • i o B017i SIGNbr&RES ARc FcEQU1Rc'D FOR FERMI ! ! 3 _ Ny A r �Y I 0 2- F/ELD GoivO 117 o�C► a v rrr._ s N rNr terry ir..e F0dreFOr � i � • -�.��z/-�--- � , I o < � - .. ,0 3- ANC.. N s N Z h par 4 NO6�/ "'yr'';!7"oF To SE -t/ERIF/GSP 8 s . O Z �Z y e 9q ) @ .• a SCA rE DRAWN B, 1 ! _ ED.'CIAMBRIELLO PA rE z-9�.".x.&=o"_°o �'�zs, w�opciZ�rozs rm��ie /�=�5 ARCHITECl"l.1RAL. FtEv►, ,v 1 — t4a N — — — N REV. 3�.n9!a i v REV• qa, DESI-G 9-G rr MO ,.M - ,9.r. IOa 9,_Orr pSC Za•r Y Y �.-0,r - _�L 9'6 A• 'O •. I J//fir _-..FG �..�'d -I�.?Civ1` YRr\w �l _ /�.7/CC�� dd AN _ �C�C/NDf�"TTU n/"-/��iY:_ _� �=/�•d,, -_ �Ll1C��_ �.G�w.a _� •-L�D ". ...._ 79lacaf�: . .: .. . ... - DF�., • Garage beam can be 5%4 x 9 V2 LVL with one mid way ''/2 in.dia.standard lally column, ` concrete filled column. • The column should be connected to the beam with a Simpson LCC5.25-3.5 connector. — — The footing for the column would have to be 32 in.x 32 in.x 16 in.deep with no rebar:.. The column is to rest on a steel base plate 8 in.x 8 in.x%2 in.thick on the footing.The base plate is to be secured with two Y.in.dia.9 in.long Hilti bolts into the footing,one each centered on each side of the column in the direction of the beam.The base plate may be embedded in the footing for a flush surface if desired. N Kio., -= d �TZ tTf7 JZaOF__- • The column is to be welded to the base plate with a 1/16 in.fillet weld all around. pG .,�G�� r s�-j/�y Z�-L-r-- ' • If two intermediate equally spaced 3 Y2 in.dia.]ally columns are preferred,the footings `b �C' should be 24 in.x 24 in.x 12 in.deep with no rebar.All other items the same as for one .' C-ON column. t __ •2 The ends of the beam should be sup ' 1/2 pported with 3/2 x 3 Parallam PSL columns connected to the beam with Simpson EPC 64 connectors. to I Svc Ta�3'�� Perry z .MI 11 !� -3/2'X 9/L LV I-- - ! i y�x �IL L v� -' - YEP/TEP � 2 i o T _ � e. ��«y 'e vx PI.Ywm y i t - - X G" Z- F,ts �./. 1 va y w/...- — �..�G x!o GA WiQEiviE`S/s� -iH K 5. `. .._ = 'll 2_0. tl yZ"QC :�/fEEP /,'ai.�rOM 6" m 1 Evi9r/aa All o.. m ..,QUZL)/. i gg¢E1s`-6 77-N/Aiti ST C o y r' -MR SCALE OkAWN BY a� s N o fEo F D .C, _ C MBRIELLO ARCHITECTURAL ! trp,197M DESIGN REV, f REv ( s E RE . 'COTUIT CE.N' TE SIDENC S. '67.1 MAIN SWEET, CO . ,' A- BUILDING #1. LLG FEESGENERAL NOTES�' GENEp AL,; ,, 1. COatractor shall obtain and AY POIN11 Dayfor all construction.li-T !• All construction and procedures censee, rays sties and taxes, " ahuell:meet the requirement of rgvlred or eonstruetlon and �a�",p� the Haaaachnaetts state Duildi'ng oeCVDanc ®�®�� ETEe 1 ORS kE'VIE'WED •' code: the local Jurisdiction of M !A a other:snt applicaeli31''r ,sdiMA,ati .nY CODES, other:material. an (items she oea. 2 7 NORTH STREET, ' 2. All natariale and item shalt b< I. Contractor hall yerform all _ Sn.talled or aplIed a. per the vory and provide all materials manufactures inetructions,diac- 1. compliance rlth all appl!- DATE• P' tions and recommendation s and - - - cable codes and jurisdiction T BUILD G DEPT. ' . , w wr.�^ -Par the beat.practice of the inelueing the latest Sseue � �/� ,S E TT( _ irada:_ o[ The kaesachosetta State: H YAN N I S Y C 3• Any tefarartce to "Contractor" in . Building Code thee,drw ing.-i.e note shall se- ' fer to thoe contractor, hie employees, Contractor shall perform all -+ hie sub-contractosa or their nub- vork and install ot�.pgiy all DATE subconLr.ctare, bU soppl sera and items and .atecisls as per mac_ FIRE DEPARTMENT any on.tb. individuals or Campanian afaeturer•e Snatrvetibna and re• ` undo,ccnttact to him fat this pro-' commendations and as par practi< BOTH SIGNATURES AFic''REQUIRED FOR PERMITTING f.ct a..the case may apply, of the trade.. a. Contractor sh#li provld. .11 n - easary labor.na terla1,,equipsentc TEMPORARY SERVICES, r items.L0.1. snd aupervi.i.. as re- quired to perform and complete the 1. Contractor .hail provide, instal work ae abovn or Intended by the and pay for.any end all dra.inga. - porary service. ea required for construction including va ter SAFTEY: ." - electricity and telephone,and, _.. heat. _ 'I. Contractor shall carry out pro-PETER-, � visions of"The a..tr n... Pubd-n STORAGE: (. vision. of In Con...I ien". pub- „. fished by The Associated General 1. Temporary storage of materials Contractors of America,Inc. and-any debris and —ce.c materials .ty pr.c 10.. . "'.- hell q aliOr.d on Lh! pro- A O �E -INC red by any applicable cturerictlona fact site oniq 1n a location e( AlI !:eluding bSNA,and manu[acEurer'a,' previously approves by ovnor n0..ty r.ce....datione for fqulpnen6 "r',. tool a:or material*. Also ...;,.OSHA TEMPORARY SANITARY FACILITIES: 1 Safety and Nea2ih Standards 2207 (29 ' •},..� T�ir.F T (q� C •C[R 1926/1'9105'or la teat edition a. I. Contractor -ball provide tem- 0 ! ��, { •.�m►�• ��EN V�N E ERS ` applleabi.. sanitary foci litres in con- 1 Ladfied �iQQ 1' _. fortuity with all state and I.- �fV MAIN STREET - lS SHORING SREETIHG AND BRACING: wl lava, MASSACHUSETTS 1. Contractor shall provide.y stall SCAFOLDING, -ST f�-.�F��i�y�f L"" - and remove and pay for an sheets-. - L�'US •�^''--- f shoring and bracing as required 1• Contractor shall pang .11erect CO � art. dismantle any and a12 Sn ter- Q 021 QA by any portions of the concirucGlon' -viol one exterior acafoiding and L 1W _ process. .. .. staging aa,required for constr- ( ,. .. t 2. Contractor shall check,verify action and Incompliance rl th " TGI�Tv� -*��.."��. and coordinate all measItementa, aYl epplS cable ler.,ordinances i dimensions and report any.discra- eodea.safety rule- (including panclaedirectly to the Architect. 0 HA) and 1sd SetionaOther applicable fur- ^,'c ,,w . �. lmmedia tell• LL^.lL./LJr7 i�P , . . . ' SCALE J" 200 Sorg+. / Dwaa_ no. ( T 4 ol JF �AIW ' 1 r.rris I ! p '-hR�tm7 colic •I r-- - "3,-+.. `o i 1 , 1 I �_ !3'-1„- j lo" 13'-I°: = ! W-e° lf { I T`!-r.1c L Urlt xcAv/ATM0 I 1 2¢'x24"xIZ"CJNC. t11a I'. 1 I I T4 I I I 1 f"r.� N •ryrlca�4'Gouc I j L -J 1 I I I I e'.N"e, oV a n 1 ) L of S LPry I 1 i .1r!'��m.L 4•coNc I I � T -�� I i U � 7Yt'IF,:oel•. sLorb '.' i UNs: D ! l f ZI ! 4LP J i +t L Y�• l� i ,.Co1v7 2CYlo• (tCIWF.W TN.G"N •rl �' 1 R �Y 1 1 lJ L.LyY I e�,C. > ww,t".Ot�lip.VPl I �_NAIcot 6"Co-+C I h' N -I ( G l y 1 J- %6¢7[$,4R m ir- 6 SLnrs _ v co, T'tV. Q I (3ooe 1>��T� S �aoH�crco,4P.VGt. (_3t2 I I wcu.(e rso T•P 1 I °` `'' I -- o- 0 :i I 'y� I { t 1 �� i :� _ coN7•Zd')trc".._.�,: I - ? i ='o•eoNo.�dN.� x o 1 _ I L:-1 '3 'ecN4-' —_T I 1'i- I - I .:' DE'go 2,:'..: tdo'r,} i 1 I r_-. I ; I I _j.yc - �1' - _ —- -- - I L •� !'-Y.. I i I a'T i. `? D 1 I _ IX - rocaW c.!s -- - 1 — ! �As r�1i�i �r—nul�r�c� IOM PLZ\H-- rtwU Pa��P-oor�. UN'i 't�ul�r�i N� ' ►a0.1lQT - _p>~.vi$wrrs: - ..VAT., 8�27•>a _ ASSfl ATES,INC.. -- . .. O 11MT.00 OA C y-Y gip. .. ;�tpcm�.?6o`, D11►'Q'MA BUILDING #i � 11L�-5:Cf T i��% IC �iN-C+G�� . AACHITECT8-ENflINEERB . 4 . f�=w A� l0a.■AIM./TRtiF.- ;' f:o.1GE5°' , 1.0 D17I'G�yRtJtGal'N Cr_' ? 1' 'Clsvk'C, �: alowaawr,iusawcwwcrra.0s1so I%tp••- L , j h6CK —. to' n r-Ia• it I . u s „ .t• +�-• � 3' SLIDER • � _ - s3o%a•c.'�.uN,T I i -1 -'�. 1 S':c" g.d �� etc-�+.'7 HY�i t4_. � _01II I 46;Y-�cKU • i _.- I ) 1-�,,.i... iba - i -3' SLIDER _._.. t 0 j '� 'Sl•!!'�• � � I � jl� - r �. Ij E!.cb SAD Un i �_ JtnrWOH �.F U� - ,I7 r• � - � � � • I i !i. ��--.., i � � �� I -� C t IY �,• � ,�I SrNK 1 I i. -.-�-..__� Q � j �Ivtr��r�IN1NvLlwlroFm:r.Yz I for 1 @I I L a I f, Corm(S(+i- ! r 1 �'�4K5li4S V1.ye tsr p r - -,'o� —L. — M, ti I.r,'/d p !jy i ,I LJ t--�LlMlr•F 6-j.- _ ..• j JNE j C -7- 1 _ .. STvo. -- t GA Fi t-.C, i� i - .t .� Lj ; t•1�� ',I .. 3;W3!.K-IN A OI N i ' • ,I 11 NQ o•.GLr�sCT � 1 � 1 I P(', 1 3068 y' ; - ! - - - . f _v3068 � t - I M Nu, M r O.RP !!!1¢ I , �6M1VVVA h i 2 y ' --- - - ------- —' 3.ILIM. O.• ,n q i � r• I?'-mil_.. .'•'�•�-- - ?�tl � -�. - I i I - I _.._� _i._..{__ �'�-��--�N-�. At-I>;61 U t`I IT-0��G Z ,D rIrS-T Ill:c> SF• IL! n p �`t -- F rl�sT FLoor� PLAN -TWCO' DV1 UN IT F:?UI'-i H . _ I Ej�25i•to _ NIeOiOT:: -RCMIONS: C ATES MC �� FL\aa bra ° , Oe a�.me BlJ1LDING_ 1 #2 �+�� t�� >� t� s A z. Ne_ �S-LL1./i1- AACM7TECTS-HNa1NEER8 ,ny��,�i•a��`�' • i ...F{ leaMAIK.Gftz T. - lr.%No.1655 Al 1 �U'Lpi x. T�UlLf>I Cs ?01 A.l}ZTT]'�' +: 371'L rt�tb.. - e •. .. .. STOMEMAM.MAS fl 1 •AC LSET�Te.02 EO •n.see Lei face . t • � I i 1 ! �I wSx.IbG,Y�� 1� I t KL9f c.t,t— � Rvo� I I I bi 19 .D.P,. p � (G j N� _. I F 4 Z,Y G,• e.:t" _ !o I _5%4'x� �: wwM �i Fj r 71' y Ord 2czt5 P�srN i lV j tl }_Ipl..i 1: I E sy,_L 8 U D f-� �1' .t •_¢ 2.. i—— I I �! RZ WIDE 0 ENIN, _I U .T _ IAA . I NO DOOR RArNN 4N P - pl 1CtJ -16 s ." 2'aGo ( I I 1 "I i ter ,G -tV4' i 9-Y7d74.Lawr / 6z uaf s',WIDE o ENxwc ! t ',• `� I No DOOR I ` I —._..ly--- X5 . Et ! �� ,•.�.. �----I:__�...� I I:._...$_'._— �r ! �4" ' "r.GffP- N Ics•t� ��, UhPe,�+ t�� t y� I ;vi - I I ----;, I try � ! t f/'Al — - i! I III -- -- — ---�JL _I t f I t �j li 6 g a:c' Sr:�.CoN D rLpC)f'--N r' H — TWO u-IIT, ft)UILPI f- > H Pao j'2,A4 F'k,Nr A• 'I L7 jvt,0ejL"4 PRINT - �plt„Fi$S i721^t7 S•tS•tp . .REVISIONS: DMEO BUILDING #1 , #2 .„s �F TF — 1I7CES �►sSocuTESrEs,nrc.. i -r7]]J_I`trMb^' tO6.MAlII.OTRIEL ��,g:1655��^ AL _ ST0MP"AV,t*A*SAOMYSLTT>•.Owed d raux r• � ZL�L ,LC� -• , A2olZ:_4 rDax(fr --Srp ci_'�''} .t � .n.��.s..osto PAX- s...f...N - 1 PN rill, FPrTOA i G�QA/21_ F F F C— 1- I f ES sf �- F Flf - -- X Ll y b_ ' a O/y.. �_.-/-o �%D/S/ /y —/=o . _ Z�f—T"..:��TLDa/":: • - �jEp�.1— DETECTORS REVIEWED +��/L�X3 I2f�i,6/¢PILLAM PJL �BUILDING " T' . DATE FIRE DEPARTMENT DATE - 00 cSIGNATURES ARE REQUIRED FOR PERK' 17TING I I -'--- _. . • i N a fie' —� ,. $�3XL+daR�it�L.1[ _ 1 _ 1 2_ FIG°GD 440MV i n'o� • I ) I I ° 0y 7Acc I k _ tE.artGOWe=O mAtu� — N rG SE WeAl. mr Y y/LD9rX olz� C oNr uC r7o�l U i s .t a I � o N ° r ZIT-xia `sr z;;�A- I SCA E DRAW ay' I I { P ED.'CIAMBRIELLO I FRS, W OJ'Chla"Ton aM;e I9=iS ARCHITECTURAL REV. _— N DESIGN Rev! pwanau►n. �. =6 �, Psi REV. 9 ,.M �9., loy 9-o a Z��" S' -0 2'-0" ._ DRAWING 24`D azg�-o., �.r_za+r__�z•�Frr--��v:v;.ors_...... oyiyOf�TiU . 7- 2vo XMAS r -.�. i _ ...... ... ... . ..Ji=iyT— • Garage beam can be 5'/.x 9%Z LVL with one mid way 3'/,in.dia.standard]ally column, concrete filled column. ; r • The column should be connected to the beam with a Simpson LCC5.25-3.5 connector. -- • The footing for the column would have to be 32 in.x 32 in.x 16 in.deep with no rebar. The column is to rest on a steel base plate 8 in.x 8 in.z V.in.thick on the footing.The base plate is to be secured with two V.in.dia.9 in.long Hilti bolts into the footing,one each centered on each side of the column in the direction of the beam.The base plate may footingbe embedded in the a flush surface if desired. ?,K/a„' -- d y��11Z q /Z�S6F • The column is to be elded to r the base plate with a 1116 in.fillet weld all around C. o. �.. v r s��N Z��r- • If two intermediate equally spaced 3%z in.dia.tally columns are preferred,the footings m QC should be 24 in.x 24 in.x 12 in.deep with no rebar.All other items the same as for one �1�� _ -- • The ends of the beam should be supported with 3%z x 3%Parallam PSL columns connected to the beam with Simpson EPIC 64 connectors. 37AfF3a6ET4 + Cttl'S' /92L i�FrE ---- It --- r CLA - _ r - , F Z ._.. _. E vENr.p \ i 3 A.�a X Lvt. I ��2�1C 9�z VL-: - \. 8t i o e- 10 -310��«y X'�" Pay+,am i eon - • .. , '.�I✓SrRLc-dam ... - _ FO > I l 1 - • � �I. GRwcE _ yc: „ r x.3 x sv v✓f�si+C7c3- . 2.0 . .. .. 7Z QC :'/PEEP /=o F7lasn � - _ S L wiz �� ,avzty. L q' 4 ' Js-L 7T /i�fiti ST C o7 Ii i 1' /vlA - - zr SCA L E DRAWN BY -- -- - ---- �` �45 n/mrLw ED. .c, , ARCHITECTURAL rs�� DESIGN REV. �f//S/�1/. '-__ ry-.T i.r�•9'�,_.sue.�r_i n r�.-f+.i°. - X, .Mc aicfsrrc _� MAP 36 16 # 661 N/F TURNER, MARIL YN 661 MAIN ST COTUIT, MA 02635 :ZE BUTTRICK, JOHN B I 9'GROIAER, PAUL E 51' ARBORVITAE 6' & TRA CIE E OWN CENTER TO 6 ALLEN ST FORM LANDSCAPE — -- MARION, MA 02738 BARRIER. UTILIZE `—Gravel Driveway DRIP IRRIGATION 570.74' O.A. ---- LINE 3 YEARS MIN. -— Benchm ark: N88'18'55"E ,3O" CB/DH 244.04' CB TO ' � EROSION C NTROL K WOR '� WORK CONTROL Elev. 5 CB DH1.10 BE SET Fn d PATIO "= ro PATIO PROPOSED IIRR GATION WELL Exist Bituminous Driveway �, QPWITH BACK FLOW PROTECTOR Brick Walk. a I NOTE: t 6" LOAM AND SEE 264.9' lo. D BBLDG ALL DISTURBED #3 1 AREAS _ — — - - - w\ G� � oM DUPLEX I!I � ` _ - - - ZONE F1lEting " GARAGE GARAGEE 71 ZONE � I [GARAGE Existing Dwe/li1BEDROOMng r o O Q 1 3 Bedrooms I Q AREA BEHIND FENCE TO BE RETAINED IN NATURAL STATE s 1 BEDROOM I Reduce to 2 Bedrooms t b CONSERVATION RESTRICTION TO BE GRANTED. COTUIT FIRE DISTRICT + N L J Bulkhead OA/W 20" cp Cb I P.0. BOX 1475 24'� O Utility I o CO TUI T, MA 02635 + �' .01 Pole ° t + C $ Guy U ZI 4 N �� # 674 a 46.0' 20.0' � t o 0 o � 20.0 o O, Utili-ty(Y po \ � 0 LO o Han,db�k w o a, PROPOSED PAVED PARKING N �� o t t (� I o �+ .} /� 23.0 23.0 , 'c�. �o Lot Area \�\ a �`� � �, � �i t 20.0 � � I I � � o Q cc o 0 o , co ► II T a 2.34 TOTAL ACRES 10.0,o 0 0 10.0 I MULCH BED �O 0 0 o I .I+ `u o N v_, CONSERVATION G) � M CBOT -� $ t t > (TYP.) t 0, 0 `? -I ►�?_ EASEMENT BE s Rq, 111 - I Q o ju 1.05 ACRE RESTRICTIVE EASEMENT �� , c o I I ; II n I = z FOR COTUIT FIRE DISTRICT/WATER DEPT. WORK LIMIT LINE \`� GARAGE t 0 t o rn PROVIDE HAY BALE LINE F��\ G GARAGE PROPOSED TREE (TYP. a& SILT FENCE DURING CONSTRUCTION. Sion \ I n 4' HIGH 2' WIDE 0 00,E s 0 BLDG GARAGE BLDG PRIVET HEDGE �o ` c G Q #2 #1 (TYP.) HC P COMPLIANT o DUPLEX DUPLEX Existing SIDEWALK CONNECTION t o NO RARKING L a w n PROPOSED SPIUT \ �(D FIRE LANE S 5% MAX. SLOPIGN I GARAGE 3 RAIL FENCE TO BE �� a(TYP. OF 3) _ ( I q/ 0 0 INSTALLED ON EASEMENT '�ij 2 BEDROOM 2 BEDROOM LINE PRIOR TO OCCUPANCY. e, ° 2 BEDROOM 2 BEDROOM Iwoqgl ------- PLANTINGS IN FROND` OF FENCE �p� � PATIO y"' ; � xr PATIO I f �r J: I _ '-PROPOSED N" TPO BULKHEAD t 8 u'- it ^.) 299.88' (TYP S88'20'50"W -- 572.21' ndFCB TO EXISTING Benchmark. Fnd COTUIT FIRE DISTRICT BE SET i COTTAGE / CB/DH Fnd. Utility P.O. BOX 1475 BUELL, RICHARD & PHYLLIS H C/O BUELL, PHYLLIS H Elev.. 50.44 Pole COTUIT, MA 02635 I \ 1 BEDROOM I 4. CIRCUIT ST I � \ i NORWELL, MA 02061 I # 688 CHASE, KEVIN P & IWCCAREY, CAROLE A 699 COT T/N ST MA 02635 M AP 36 O \ 13 0 EXISTING MAP 36 \ # 689 O DWELLING 12 # 699 # 699 \ EXISTING \ DWELLING \ E \ ZONING SUMMARY ZONING DISTRICT: RF RESIDENTIAL DISTRICT EXISTING PROP0ISED RAIN GARDEN PLANTS USE: NUMBER OF DWELLING UNITS PLANT NAME SIZE COTUIT CENTER RESIDENCES 2 8 # MIN. LOT SIZE 87,120 S.F. (R.P.O.D.) 103,513 SF 103,513 SF CLETHRA. ALNIFOLIA #2 16 (FMLY, BAY POINT TOWNHOUSES) MIN. LOT FRONTAGE 150' 181.50 181.50 0 VACCINIUM CORYMBOSUM #2 113 MIN. SIDE SETBACK 15'* *SEE MULTIFAMILY REGS. 5 g5' 5.5'' REFERENCES C ILEX VERTICILLATA #2 15 MIN. REAR SETBACK 15'* ASSESSORS MAP 036 PCL 15 LAYOUT & LANDSCAPE 328 264.9 DEED BOOK 19541 PAGE 310 REDOSIER RED TWIG DOGWOOD #2 I i 1 SITE IS LOCATED WITHIN RESOURCE PROTECTION OVERLAY PLAN BOOK 101 PAGE 55 SITE PLAN DISTRICT. SITE IS LOCATED WITHIN THE WP OVERLAY DISTRICT. OF LAND IN SITE IS LOCATED WITHIN FEMA ZONE C AS SHOWN ON OWNER OF RECORD COTUIT BARNSTABLE) , MA COMMUNITY PANEL NUMBER 250001 0018D REVISED JULY �0 2, 1992. BAY POINT, LLC PREPARED FOR o qw�i QJ Old post Road 297 NORTH STREET HYANNIS, MA 02601 P LM B U 2,ZY, LLC PARKING CALCULATIONS: 2604 E LMWO O D AVE, SUITE 352 rt ROCHESTER, NY 14618 LOCUS 8 ATTACHED DWELLING UNITS (1.5/UNIT) = 12.0 SPACES ��Zw°FMasq ��jNOFM4 �ZNOF Cotuit + VISITORS AT (12� X 107.) = + 1.2 SPACES �o�� DANIEL oyG� �� DANIEL A. A. DANIE As DANIEL; off 508 362-4541 9cy� °t #671 STREET, COTUIT, MA `� �- O 13.2 SPACES REQUIRED OJALA OJALA OJALA OJALA fax 508 362-9880 , Buy �No.40980� No.40980 CIVIL CIVIL SCALE: 1 = 20 DATE: 1 1 -22-04 No.46502 downca e.com 16 SPACES PROVIDED < GPCSs\O o,�Ess`o�� o �F �o P �No.46502` ,,,? fa o o REVISED.: 1 - 19-06 REVISED.: 5-30-07 SITE COVERAGE' q"� ��v�� NOSURV�� SS'ONAL�G\� a�FsGl � ' rlow11 cape ell eel �g � +�o REVISED.: 4-6-06 REVISED.: 8- 19-08 STE °""—` F REVISED.: 2-27-07 REVISED.: 4- 10-09 LOCUS MAP TOTAL BUILDING FOOTPRINT: 13,489 SF SF = 13.0% C r Civil engineers REVISED.: 4-5-07 REVISED.: 5-8-09 PAVEMENT WALKS & PATIOS 15,171 SF = 14.7% --J land surveyors REVISED.: 12-19-14 �"L� I�1' 1�1 ) (TOWN COMMENTS) SCALE 1" = 2083' TOTAL IMPERVIOUS COVERAGE 28,660 SF = 27.7 % < 50% O.K. 939 Main Street ( Rte 6A) Scale:1 = 20 I DATE DANIEL A. OJALA, P.E., P.L.S. ASSESSORS MAP 036 PCL 15 NATURAL STATE: 45,611t SF = 44.1% PROVIDED. YARMOUTHPORT MA 02675 0 10 20 30 40 50 FEET SHEET 1 OF 3 __ 04-304 BAYPOINT FAST.DWG k ( I \ MAP 36 I I \\ 16 /# 661 N/F ~` TURNER, MARI,�YN I l l 661 MAIN ST I `� UNSUITABLE S IL REMOVAL AREA ESTIMATE COTUIT, MA 0Z635 I B LAYER REM VAL BELOW INVERTS ON LOW SIDE I � BUTTRICK, JOHN B `- ` I OF LEACHIN FIELD, VERIFY WITH ENGINEER IN FIELD \ gGROVE-R, PAUL E & TRA CIE E I / PROPOSED SEPTIC \ / PROPOSED ROOFPROP DRAINLEACHING AREA 1992 SF ! _ - 6 ALLEN ST \ '� .� ( ROOF DRAIN .;_ 2 x2 WITH 4' " PRESSURE DOSED SAS Grave/ veway MARION, MA 02738 \ ''�� I / 2'x2' WITH 4' /� ' `� � _ 5 1.5 SCH40 PVC LATERALS AT 5 O.C. Benchmark: \ \ 570.74 O.A. STONE / STONE O N88'18'55"E J //\� / WITH 1/4" SHIELDED ORIFICES 5' O.C. 2/� � CB Ol�-1 \ .04' ---ER ION CONTROL F K�"� '� - �"� WORK - - T N CONTROL �•••�- �. - / - \ 244 CB 7 per- G G G \ 5 I Elev. 51.10 \ CBIDH \ BE SET I J G G G G G G G G G G / G G G G G Fnd \ \ I J RD1 PROPOSE PATIO RD2 r _ _ __ _ .V -DRAIN P PROPOSED •""� O \ \ I 1 (TYP. - 1 PATIO ROOF DRAIN Exist Bituminous Driveway ;-?.:;... .._ _ \ \ IRRIGATION WELL T.FND [51.5] ` PIPE (TYP.) WITH BACK FLOW \ \ PROTECTOR - S2c� k ':? 't `'.`•":`.:•'• :'.`;?'??• [50.53] RD3 YKOPOSED \ I #q # yy p ROOF DRAIN \ �:::{��::::�:��?:`•'� {'•i�:�:''}��'�`��:;: � I 2 x2 WITH ::? :: ;; ............. / STONE c� \ \ - TH-4AA •. ... l I II -� ------ -- TP - -� - - - - - - - c0 GE 50.5 li FU 1 ; :`;';'S?``; ZONEGPRP ` [ ]I DUPLE/ m tin Porch \ I:•::•:•::,::•.'UFE \ � IM �. � \ GARAGE 671 •:::�:• :�f � �. � I o \ \ZONE T.FND [51.0] 48.45 I NAT. GAS ED TO # \ [; ^..;.::::::•;?:::::'.: ::: a 'Z I k \ / ' 1 BEDROOM INV. \ GARAGE I FUELED HOUSE FAST Existing Dwelling ti0 --- -- - 48.62 __ BLOWER AND 3 Bedrooms O \ I AREA BEHIND FENCE. TO BE RETAINED IN NATURAL STATE I i R 50.5 1 BED�t00M , GENERATOR VENT 6'X ' Reduce to 2 Bedrooms :;::. Q o 11 \ I CONSERVATION RESTRICTION TO B I S0J 849.8] `�\ - [ ] --- LFOR SEPTj�„ \ `. � \ \ E GRANTED. I I / F \ INV. I [51.4] r 1.9120.4' ... tN /� I COTUIT FIRE DISTRICT \ \ ' + I / rP 1 1 \ 47.65 N E � S r Bulkheod � I�' / P.O. BOX 1475 \ \ / I/ S \ w S \ INV. \ \ S CO TUI T, MA 02635 \ I� E Z I 6"� \ 47.3 �0/ Q � PROVIDE 56 OF 40 MIL. LINE j + I TH-5 R IN 1.5% g"0 1.5% #y:::: c::•.....:.:.::.:::: :... .. / Utillity �o \ --�..._;g r� \ (RAISE) w �G1.5 ['::::::.:::.:::•::�::�:::�:: };:. AREA SHOWN. TOP AT ELEV. j g / I :; ':??;' ::::"; Y ZJ 0., / \\ \ \ 47.9', BOTTOM AT EL. 44.9't O \ \ l / / I 2" FLUSHING W j \ SLEEVED ' O \1 [51.5] Ij/ :: ............� b / # 674 Z \ \ I CONNECTION 1 �- S j / I \ CROSSING \ o \ \ \ l 149.0 [4914] -h. W f l TYP,. 2 PVC rec o\ Ca � \ \ \ �\ I .� 'LP4 \ �� _f sj 3,000 GAL. TANK WITH _ w 6� ��, �..;•: ......i........�:��:;`;`:`;'•:�.:.�:•..:.�::. Harndb>�r � \ d / �CP2 ALP \ / W 1.5 MICROFAST UNIT S S / 0 1 3 3,500 GAL. [51.9 P. _ �Q-- ii-I \- / � � J _[51.6] TANK P.C. / •�� ..::::..:::::::..:.�......: I 15 03 / EWE LINE 2 / _ \ \ \ \ (F&G ON C / \ / \ \/ \ 1��N f E \ \ \ / / 1�/ \ I C NOUT E E E 7] I ( J o L® Are / / 1 �\ 3� 4�� [51.9]H.P. I 50.8 j q L'i \\ \ 1 h \ 51.3 W / iF S GQESTED IT IS -s m SERVICE I (TYP.) H-3 I oo I .I � �o r�, ENCASED II pip \ \ \ 2.34 TOTAL ACRES \ / ' ` \ `�(TYP•) „� [ ] W WATER I ` FAILS, I 4 I+ \V \ \ CONSERVATION \ \ /\ ♦ 6 3 `ENE (TYP.) I M C �, \ \ \ \T J 1 E \� I e ,gyp TO BE RE ``KIND & it p / o \ \ lCB ,� 1 4 I RE THIS CRESERVE NAREA D I y I / < [50.5 NOT BE U�fILIZED. I I �a \\ \ EASEMENT \\ \ J BE S \ ��> FES1 I \ �� -- ------�\ - --- __[51 5] _--__ _ \ 5d.5] \ 3 \ 1.05 ACRE RESTRICTIVE EASEMENT \\ \ J \\ � � I' [50.4] I 3 \\ �g' v, \_ ^SEPTIC RESERVE AREA 1, I I I I N _ \ FOR COTUI FIRE DISTRICT WATER DEPT. \ WORK LIMIT LINE / \ '� I> T.FND [51.0] \ 1'0] INV y' �' I t = GARAGE 48;52 �o [50] \ I o w \ \ \ PROVIDE HAY BALE LINE '�'O\\ I GARAGE INV.62 [51.5] T.FND [52.5] [51 I. WATER IN �` 50►.3 z in& SILT FENCE DU NG CONSTRUCTION. s/0 \ I 50.5 [ ] ' n W8 C. W \ W W 9 W� o y \ \ \ J I BLDG GARAGE BLOG [51.5] [50.01�i \ a TS&G , � rZi if2 CB3 .1�� 1 rn \ TO \ � I - � 1 p DEPT. \ > 61 I DUPLEX so_ - EX 50� o _ SECS. m \ \\ \ \ \ l P \ \ •�� NO PARKING I ` [49]------ jo --------- -�•P6 ° \ a \ \ PROPOSED SPLIT FIRE LANE SIGN I [50] - 1\ I \ y \ \ \ \ RAIL FENCE 'TO BE \ \ GARAGE / -[48]------------_- �' 1 3 \ INSTALLED ON.EASEMENT \ ��4,,� (rn' OF `\__ 2 BEDROOM I ROOF DRAIN 2 BEDROOM I \ \ I LINE PRIOR 1f0 OCCUPANCY. ._ \ O - - PIPE (TYP.) \ ------- 2 BEDROOM,, � 2 BEDROO \ \ \ \ PLANTINGS INI FRONT OF FENCE \ �p -__ "` / PATIO MI RD4 ---L --- --- --- �-- - --- - � , ------ CB4 g \ PROPOSED__------------ \ \ \ \ \ I \ R PATIO BULKHEAD [49.21 DEEP SUMP BASIN\L 5� �) 299.88' \ S$$'20'5 "W 00 0 0 0 0' 0 0 0 0 (YP.) 0 F&G 48.5 c_--[50] I 1 0 0 0 -��_ 0 LIMI OF WORK - - - - - - - -..ER - - -- - - - - CB/DH� ` ` \\ \ ~\ \ \\ \ \ 572.�1' CB TO-/ \ (2) PROPOSED k916 PROPOSED "� \ \ \ \ \ \ EXISTING ROOF DRAIN a Bench k. I Fnd `� \ \ \ `� \ BESET � MONITORING WELLS i s I COTUIT FIRE DIST71GT� \ \ \ \ I \ \ (1 DEEP, 1 SHALLOW) COTTAGE / STONE BUELL, 4' BUELL, RICHARD & PHYLLIS H CIO BUELL, PHYLLIS H �B�DH50 44 Utility P.O. BOX 1475 \ `� COTUIT, MA 02635 \ ~\\ \\ \\\ \\ I \\ \\ '\ \\ 1 BEDROOM II 4 CIRCUIT MA 02061 Pole I // 688 CHASE, KEVIN P & h(CCAREY, CAROLE A �4g 74 i I # 699 MAIN ST \ 69 MAP 36 I \ \ \ \ COTUI T, MA 02635 \\ kk�' 13 \ Ii O p o N \\ \\ EXISTING MAI� 36 \\ # 689 " # \ DWELLING 1 \ I / s / \ � �• � \ # 699 # 6`�9 \ � \ / \ 'GENERAL NOTES: , \ EXISTING \ J \ x \ DWELLING 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN S \ / APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING \ CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE \ TURNAROUND "T" \ EQUIPMENT N7 THE)CONSTRUCTION AREA AND ANY OTHER UTILITIES FOR VERIFICATION OF LOCATIONS. OR \\ PER SUBDIVISION "2,-ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS \ I REGULATIONS M�."� PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD (06 SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND BARNSTABLE HEALTH REGULATIONS. \+ 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM TOWN G.I.S. DATA CB1DH CONCRETE BOUND/DRILL HOLE \+ DRAINAGE ELEVATION SCHEDULE COTUIT CENTER RESIDENCES 4. ALL ROOF RUNOFF TO BE PIPED TO DRAINAGE SYSTEM. COORDINATE DOWNSPOUT LOCATIONS WITH ARCHITECT. ROOF DRAINS 6"OSCH40 PVC AT 1% MIN. PITCH TO DRYWELLS/DRAINAGE PROPOSED LIGHT POST STRUCTURE RIM INVERT TOP OF PRECAST ALL STORMWATER FROM IMPERVIOUS SURFACES TO BE RECHARGED ON-SITE. CB1 48.5 46.0 48.0 Ek(ISTING TREE FES1 45.9 (FMLY, BAY POINT TOWNHOUSES) 1"-40' I 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 UNLESS NOTED. EE CB2 47.6 44.5 46.5 DRIVEWAY TURNAROUND 6. SEPTIC SYSTEM UNDER PERPETUAL OPERATIONS AND MAINTENANCE CONTRACT, INSPECTIONS REQUIRED. LP1 48.7 44.4 46.4 GRADING & UTILITIESI/A SYSTEM INSTALLER TO CONTACT VENDOR AND COORDINATE ALL CONSTRUCTION DETAILS WITH VENDOR. 7. GRADE ALL LAWN AREAS TO PROVIDE POSITIVE PITCH AWAY FROM BUILDINGS. t PROPOSED TREE LP2 49.2 44.4 46.4 LP3 49.2 44.4 46.4 SITE PLAN 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. JUTE NETTING ON ALL SLOPES >10%. LP4 49.8 44.4 46.4 STAKED SILT FENCE AROUND WORK LIMIT TO BE MAINTAINED UNTIL SITE STABLIZED. SEE NOTE 19. /�� 9. ALL SEWER PIPING 6"WSCH40 PVC AT 2% MIN. UNLESS NOTED. a PROPOSED CATCH BASIN CB3 50.0 47.5 45.0 10. SEWER COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT _�-� FES2 47.3 OF LAND IN INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED. \ CB4 48.5 46.0 48.0 11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. O PROPOSED LEACHING PIT LP5 48.5 45.8 48.3 COTUIT (BARNSTABLE ) , MA 12. SITE LIGHTING SHALL BE RESIDENTIAL STYLE POST LIGHTS AND SHALL NOT \ LP6 48.5 45.8 48.3 CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, OR NEIGHBORING PREMISES. - RD1 45.0 46.0 o� 13. TOPOGRAPHY AND DETAIL LOCATION FROM FIELD SURVEY BY DOWN CAPE ENGINEERING. PROPOSED SEWER MANHOLE PREPARED FOR c SOME OFF SITE DETAIL FROM TOWN GIS DATA- APPROXIMATE, FOR REFERENCE ONLY. O RD2 47.0 48.0 Q� Old Post Rood PROPOSED ROOF DRAIN RD3 48.0 49.0 PLM BUZZY, LLC 14. ANY FILL AREAS ARE TO BE CLEARED AND GRUBBED, WITH TOP AND SUBSOIL REMOVED qv� ( PRIOR TO FILL PLACEMENT. ALL FILL TO BE CLEAN STRUCTURAL FILL COMPACTED IN 6 RD4 47.0 48.0 1 LIFTS TO 95% MODIFIED PROCTOR MAX. DENSITY. AREAS UNDER BUILDINGS TO BE p p PROPOSED DRAIN LINE 2604 E LMWO'O D AVE, SUITE 352 MONITORED AND' INSPECTED BY FOUNDATION ENGINEER. 48 HR. NOTICE REQUIRED. _ -44- - - - - EXISTING CONTOUR RO CHE S�TER, NY 14618 LOCUS 15. ALL PROPOSED PAVEMENT TO BE FINISHED WITH CAPE COD BERM 12 X 3 ' Cf Cotuat BERM TO BE CREATED INTEGRAL WITH BASE AND TOP COATS OF ASPHALT. __[46] PROPOSED CONTOUR I off _ _ #671 MAIN STREET COTUIT MA lu 16. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, THE SEWER PIPE SHALL BE ��NOFMgss� o� CONSTRUCTED OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE [51.0] PROPOSED SPOT GRADE o�'� DANIEL CyG� I��ZHOFMgSs9C ��\�N ti/AgC/r � ,(Wn�h1� fax 508-362 9880 WATER TIGHTNESS. �� A. 9 0 DANIELA SCALE: 1 = 20' DATE: 1 1 -22-04 o DANIEL � DANIELA. � o`' Bay S S PROPOSED SEWER LINE � OJALA A �� o� OJALA OJALA downcape.com O 17. SEWER LINES SHOULD BE 36" (18"MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS o �o.40980„ OJALA u, CIVIL CIVIL ) o o REVISED.: 1 -19-06 REVISED.: 5-30-07 NECESSARY TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER G G pRiOPOSED GAS LINE �o� a�P A No.40980 v No.46502 No.46502 LINE SHALL BE ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 �,q s\ .p �o p o wa C41000 eagineeria� taco REVISED.: 4-6-0 6 REVISED.: 8- 19-08 TRE1) BOTH SIDES OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND E E PROPOSED ELECTRIC LINE ��®SU0 � pe�s��o� ��sONAL NG�� a��SONA�E�' �� C/VII engineers REVISED.: 2-27-07 REVISED.: 4-10-09 suave LOCUS MAP REVISED.: 4 5 07 REVISED.: 5-8-09 18. ALL WATER MATERIALS & SPECIFICATIONS MUST CONFORM TO COTUIT WATER DEPARTMENT W yy PROPOSED WATER LINE land surveyors REVISED.: 5-27-14 SCALE 1" = 20$3' REGULATIONS. APPROVED CONTRACTOR REQUIRED. COORDINATE W/ COTUIT WATER DEPARTMENT. PROPOSED ROOF DRAIN O 1'2- -'� C� '� 939 Main Street ( Rte 6A) Scale:1 20' REVISED.: 6-6-14 = 19. SWPPP AND N01 TO BE FILED WITH EPA PER NPDES REGULATIONS PRIOR TO CONSTRUCTION. 4X(4 CONC. WITH 2' STONE YARMOUTHGORT MA 02675 REVISED.: 12-19-14 (TOWN COMMENTS) ASSESSORS MAP 036 PCL 15 20. ROOF DRAINS TO BE PROVIDED AT ONE SQUARE FOOT OF LEACHING AREA PER 10 SF OF ROOF AREA O PROPOSED SEWER CLEANOUT DATE DANIEL A. OJALA, P.E., P.L.S. III C I IU AST 0 10 20 30 40 50 FEET CHFFT 7 OF 21,-__CONA M N...-_M_M__-�_E _DEED .SHALL RESTRICT TOTAL NUMBER OF BEDROOMS ON THE SITE TO 13 MAx1Mi-ice _ SHED TO HOUSE REMOTE 3 PHASE A/C GENERATOR W/ HOOD BLOWER BY GENERAC POWER SYSTEMS, INC. VENT THROUGH CUPOLA. 10 KW UNIT- MODEL EPS-10LC#907 30 OR APPROVED EQUAL DUPLEX PANEL AND CONTROLS LOCATED IN ALARM & NEMA ENCLOSURE REQ. (TO BE ATTACHED TO BUILDING) SHED. GAS POWERED BACKUP GENERATOR CONNECTION REQ. 24" H-20 RATED F&C SEALED AND GASKETED GAS POWERED BACKUP GENERATOR PROVIDE GENERATOR HOOK MANHOLE FRAME AND COVER EL. 52.2 PAVEMENT OR 6" 1 IOAM & SEED OR OTHER STAR11 - 4 H- UP ON PANEL. LABELED "SEWER" TO GRADE. INSPECTION PORT MAX. SEE DETAIL MANHOLE FRAME AND COVERS SEALED AND GASKETED 30"x36" 1560 PSF Hatch rl FIRST FLOOR VARIES SEE PLAN VIEW (TYP-)) 7EL. 51.4 MIN. 1.5" VENT PIPING LABELED "SEWER" TO GRADE. 51.4t 51.8f Cast in, Flood Tight & Gas Ti ht. Bilco Alum. or TOP STONE 49.5 equal 49.3 TOP STONE 26" MIN. COLLECTION •• •• 2" PEASTONE OVER�ATS. 0.5% 2" REGYGLE LINE OW SIDE- SEE PLAN SEWER 2 24 I.D. ACCESS PORTS FROM PUMP CHAMBER INTO FAST INLET MH RISER •••• B LAYER REMOVAL•'k:. H40 PVC TEE PITCH BACK 0.5% MIN. NO LOW POINTS THRUST BLOCKS 5' REMOVAL (6) 1.5"0SCH40 PVC LATERALS WITH 47.8f ILI_ AT 1� MIN. I - - - - - - - - - --__ _ __ _ _ _ _ ��\\ INV41:5.8 . 48.95 4" ORIFIC S N ENTER INV. 49.16 g4lLONGE;ST RUN 2000 GAL TREATED WATER OUTLET -' - - AT CONNECTION G 12" PERF. HDPE PITCH TO DRAIN BACK AT 0.5% REAT T ZON �,��0 Q PUMP OUT WELL/ SEE ORIFICE SHIELD DETAIL BOTTOM STONE .45 120' 6"�1.5� _ /` JQ INSPECTION PORT 48.3 18" MIN. SLEEVE ALL WATER 46.65 46.4' WASTE INLET (MIN. 3" ABOVE `� RESERVE G BOTTOM STONE EL. 48.3 Q $" SCH-40 PIPE SLEEVE 10' EA. SIDE CROSSING, 20' MIN. CROSSINGS SEE PLAN OUTLET S INV. 46.3 NOTE: LOWER 1700 GAL. QJ Q� 4" MANIFOLD INVERT EL. 47' t IN CENTER, w ) INLET TEE 10" DN. ,e.Y CUSTOM INVERT REQUIRED. 3500 GAL NO NI. RAISE TO AT ENDS (0.5% PITCH DRAINS TO PUMP CHAMBER) o o NOTE: 4' LD. MH'S O 1,000 GAL ' Y H-20 FAST CHAMBER PUMP CHAMBER 99 W W o AND CLEANOUTS AS WATER SERVICE SETTLING �� 7'-2" X7' X17' 0oN- ZONE T 1 73 ( 3000 GAL. SIZE) 17" WORKING RANGE INV. 46.3 NOTE: CUSTOM INVERT REQUIRED. o m��o SLEEVE W/ 4" SCH40 PIPE 20' LONG WATERPROOF/WATERTIGHT " RECYCLE SUMP 3.05' 3/8 WEEPHOLE OVER DUAL CHECK VALVES Ld VIEW ARE REQ. 4 6 AT 2% MIN. PUMP ON WYE TOGETHER LINES ON VERTICAL RISE ZoZ TIMER PVC TO BE SCH80 INSIDE TANK M m O J Q "o"00000 00 00000000 00000000 0°0°0 00000m0o0c0000o0000000o0o0c o00000000000o0o0c DUPLEX MYERS PUMPS- 1.5 HP 00 000moc00000000c00000000c - 0000 0000000 °o°co°o°0°0°0°0°o°o°c o°0°0°0°0°0°o°0°c ,, ,,o„0„0„0,,,0„0,,,,0„0„0„0„0„0„0„0„„o„o„0„0„0„0„0 0„ 6" COMPACTED ON STAINLESS RAIL MOUNT SYSTEM STONE LEVEL BASE UNDER ALL TANKS P.) MYERS V3WHV 3WHV15M4-1.5 HP 6" DIAM. HOLE 6" COMPACTED 3500 GAL. H-20 TANK CLEARWELL PUMP CHAMBER 5" IMP. DIAMETER NOTE: GROUNDWATER 40'+ BELOW SURFACE STONIE LEVEL BASE UNDER ALL TANKS (TYP.) (VERIFY EXACT DIMENSIONS OF ALL STRUCTURES PRIOR TO SETTING- INVERT ELEVATIONS TO BE HELD) PER TOWN GW MAPS _ ELEV. 10 EST. ELEV. ELEV. ELEV. DRAINAGE TH BY DCE (DF) 6 CRUSHED STONE OR MECHANICAL 4 4 NO TOWN WITNESS SEPTIC PROFILE COMPACTION. (15.221 [2]) SEPTIC SYSTEM DESIGN DATA 0,� `�`�' S0.3' 0" � 50.9' p» � 51.3' 0» 4 51.9 p» - 4•$.2 NOT TO SCALE A A A A A TITLE 5 SEWAGE FLOW DESIGN FLOW: RESIDENTAL- MULTIPLE FAMILY (110 GPD/BEDROOM)(13 BEDROOMS) = 1430 GPD DESIGN FLOW LS LS LS LS LS MANHOLE COVER SEE DETAIL SITE IN ZONE II: 103,513 SF (660 GPD/40,000 SF) = 1708 GPD ALLOWED PER 310 CMR 15.214, O.K. WITH GENERAL DENITRIFICATION I/A 1 OYR 4/2 1 OYR 4/2 1 OYR 4/2 1 OYR 4/2 10YR 4/2 MORTAR ALL COMPONENTS (TYP.) NO GARBAGE DISPOSALS ALLOWED. 12" 49.3 12" 49 9 12" 50.3 12" 50.9 12�. SEPTIC TANK: 1430 GPD = USE 3000 GAL TANK WITH 0.5-1.0 X FLOW COMPARTMENT PER FAST GENERAL PERMIT - USE FAST 3000 GAL, H-20 TANK B B B B B / 24"40 PRECAST DONUT 1"ROVER FIEISER AS LD Q LS LS LS LS LS ' d✓18*THICK 4000 PSI CONC.I W/WWF PUMP CHAMBER- UTILIZE 3500 GAL CAPACITY WITH DUPLEX PUMPS AND 1700 GAL RESERVE CAPACITY. 4 DOSES DAY = 410 GAL. INCL DRAINBACK ,' .... 18 0 OBSERVATION HOLE IN CTR. / 10YR 6/7 1OYR 6/7 1OYR 6/7 1OYR 6/7 1OYR 6/7 '°°• USE' C1 LAYER CLASS 1 SOILS FOR LEACHING (UTILIZE 0.74 GPD/SF LTAR) 7" WORKING RANGE IN FOR FLOAT SETTINGS. 30" 47.8 32" 48.2 3111 48.7 32" 49.2 30" LEACHING FIELD ;��; LEA(CHING: 1430 GPD/0.74 GPD/SF = 1933 SF LEACHING AREA REQUIRED. USIE 83' X 24' PRESSURE DOSED LEACHING FIELD = 1,992 SF PERC bott. at 59" 12" PERF. HDPE < 1 MIN/INCH PUMP OUT WELL BOTTOM CAPACITY = 83' X 24' = 1,992 SF X 0.74 = 1474 GPD > 1430 GPD O.K. C C C C C TO SAND AT BOTTOM L.F. USE MICROFAS;T I A SYSTEM GENERAL DENITRIFICATION PERMIT AND PRESSURE DOSED LEACHING AS INDICATED ON PLANS. 3 PHASE A/C GENERATOR W HOOD PERC PERC / ) B1Y GENER C POWER SYSTEMS, INC. MS INSPECTION- PORT DETAIL . 1.5"0 SCH-40 PVC LATERAL ORIFICE SHIELD OS150CW 10 KW UNIT- MODEL EPS-10LC#907 30 OR APPROVED EQUAL'. MS MS LATERALS 5' CENTER TO CENTER COMPACT BACKFILL AS AVAILABLE FROM SOUTH SHORE GENERATOR SERVICE, INC. MS MS ORENCO SYSTEMS INC 2:696 RT 28, EAST WAREHAM, MA 02538 25Y 7/5 120" 38,2 NGWE NOT TO SCALE PH. 1-800-348-9843 1-508-295-7336 25Y 7 5 25Y 7 5 25Y 7 5 25Y 7 5 OR EQUAL, MIRAFI 140N FABRIC OVER STONE / / / / " TOP STONE 49.3-49.5 OWNER TO PROVIDE VISUAL SCREENING- TEST HOLE LOGS 2 PEASTONE OVER LATERALS MOUNT CONTROL PANEL IN NEMA4 38.91 NO GROUNDWATER ENCOUNTERED 1/4"0 HOLE AT 5' D.C. °o °o°o°o °:o�s�e�o°o°°° ° o°s� 2" ENCLOSURE °°°°°°°ooQoo°o°ao°o°o°a°o °o°a°o°° °° SNAP-ON o°0000 o0obo0o0o000000000000000000000o0o0io0°0°0 °° 0000000 L " INV. EL. VARIES 41.8.95-49.16 WITH ALARM & WATER TOLERANT :::: e:r:r: : &TBOTTOM OF P PIPE. TOP SHIELD 12"-14" VARIES oo°°o°°o°o° o0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.5 ENGINEER• DAVID FLAHERTY, RS 3' PEk%TONEOVERPIPE o000 ooO ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° � " o 0 0 0 0 0°°0°°0°°0°°0°°0°°0°°0°°o°o°Oo°o°O°o°°o°°o°o°Oi°o°o°O°o°°o°o o°°o°o°°o°°o ALARM LIGHT " " PLANTS- MUST 144 3 MIN. PEASTONE o 0 0 0 0 0 0°0°0°0°0°0°0°0°0°0°0°0°0°o°o°oO1o°o°0°0°0°0°0°0°0°0 120 40.3 144 39.3 120 41.9 000 0°00 •75-1.5' DOUBLE 0000000 00000o0o0a0o0o0000000000000°000000o0o0a0o0o00000o0o0a0o0o0 8"-10" VARIES ENGINEER TO APPROVE TOLERATE DROUGHT WITNESS: DON DESMARAIS, RS AND MIRAFI 140NS 0°0 °0°o WASHED STONE EXACT DIAMETER HOLES �� DRAINAGE SLOTS 0000ao° $°°o°°o°o°Oo°°o°°e°o°o°O°o°°000000a0000000000a000000000-0 000.0o EL. 48.3' ALL SHOP DRAWINGS CONDITIONS AS WELL. q FABRIC OVER STONE o 0 0 0 0 0 0 0000000000000000000000o0o0a o 0 0 0 0 0 0 0 0 NO GROUNDWATER ENCOUNTERED PROP.H-20 F&G 1.9' ABOVE BOTT. °0°0 °°0°° SHOULD BE SHOP DRILLED WITH PRIOR TO ORDERING ANY DOUBLE GRATE. DATE: 2/26/07 & DOWN SIDES OF TRENCH 3' 0000000000 00 " " " " " COMPONENTS. A DRILL PRESS TO ENSURE 1.5 OSCH40 PVC AT .005 FT FT 10 -12 TOTAL OF .75 - 1.5 STONE D ONLY POOLING ZONE- BOLT SECURELY IN PLACE 0000°0°0°0°0° UNIFORMITY. REMOVE BURRS DEPTH PER PLAN LeESARON OR EQ. PERC. RATE _ < 2 MIN/INCH o°0°0.0°0°0°0 °g °o°g°0° PRIOR TO PLAG1•L+IIz PIPE. WITH 1/4" SHIELDED ORIFICES ENGINEER ODOUBLE HENSPE4T _ LINE AND GRADE PER 2"HARDWOOD BARK H-20 RATED F&C ORIFICE H 1 E LQ D E TA I L PLAN VIEW MULCH BETWEEN Lj., CLASS I SOILS P# 11632 F"3�-"� LeBARON LB268-3 H-20 OR EQUALKOHLER GENERATOR PLANTINGS MANHOLE"FRAME AND COVERS NOT TO SCALE LEACHING FIELD SECTION IIN WEATHER HOUSING W/SOUND UPFIT FILTRATION ZONE- v� STABLIZE SLOPES LABELED GRAIN NOT TO SCALE 30" PLANTING MEDIUM r�tp WITH JUTE NETTINGTRENCH CROSS SECTION A-A DRILL 2 1"0 HOLES IN COVERAS REQUIRED. NTS NOTE: FIBER2GLASS ENCLOSURE OVER GENERATOR REQUIRED. 30% SAND FILTER FABRIC BETWIEEN FRAME & GRATE BUILDING DOWNSPOUTS 6" LOAM & SEED74.3" 171" 1 29"30% COMPOST • . �, •;. . ADJUSTING BLOCKS/H-20 RISER UNTIL SITE STABILIZED ALL DISTURBED I_E �rE 40% TOPSOIL PRECAST DOUBLE MORTAR ALL COMPONENTS FINISHED GROUND SURFACE AREAS (TYP,) '- rn (TYp) 6 LOAM & SEED UNLESS NOTED CONCRETE RISER H-20 MORTAR ALL H-20 RISER & BRICK LEVELING ' ' Q " MIRAFI 140N r CLEANOUT RECHARGE ZONE- COMPONENTS 3 PFASTONE OVER PIPE TOP STRUCTURES 2 ABOVE INV S LISTED a: e COURSES SURROUNDED BY POURED IN PLACE TO GRADE COARSE SAND % �•;= - i FABRIC OVER \\ n (TYP.) AND oowN slots �' '�- CONCRETE COLLAR ° 0 G :{• A o t.. / ': :: ;......` "2) 1 HOLES �i\\\\i�1,•"\1\1��,\\; :.Y...J N.f f.f:J%J%J!! \ititci�\<��ti1\1\l\• ° vzv::;ciu..i..•of:.•iiii.'w'•: :..:..... ..\ :::.. a0 :.:..:....::::::.::....: 00 op o0 \ INVERTS ADS N-12 FES OUTLET INTO RAIN GARDEN LEVEL ,°�°�°�°�° N - I N o°O°O°O°O°°]°O°O°O°O° - °O°O°O°O°C°O°O°O°O°O °moo° 000000°o°o°°°000 00000 000000 ° - TOI SECOND°O°O°O°O°O�o°°oo°o°o , , °°o°o°o°o°000000o°°°° oho°o °°°°o°o°°°°°oo°°°oo°o°,o°o°o°°°o i 0�000�0 ° �.•.��J`�/ °° m° ° ° ° ° 6 13 X 6 0 s o00°000°000°000°°°°°o ono°° o°°o°o°o°°°°°°°o°°°°°o°°o°°°°°o° 6 8 X 6 0 o°o°°°°oo ill •,�\ �, ,�\ \ �\�i\ \�i� C.B. TRAP o 0.2.5.5° 010,01010 ao ° ° 0 0 0 ° o o ° o o ° ° o o ° ° ° ° ° ° o ° ° ° ° ° o ° ao 0 0 ° ° ° 3 MIN. PEASTONE DEEEP SUMP TRAPROCK APRON WITH MIRAFI FABRIC UNDER 2"0 HDPE PIPE ° °'°0°0°0°0° H-20 1 °0°0°0°0°`°° ° ° ° ° m ° ° ° ° o ° ° ° ° o ° °°°0°0°0°0° H-20 1 00000000° _ 000000000 000000000 °°°°°°°o0 0°0000000 AND MIRAFI 14ONS BASIN _ _ _ ice Q ELBOW ^ 000000000 1000 GAL. `O 0°0°0°0°0 A 0°0°0°0°0 1000 GAL. t° 0°0°0°0°0 FABRIC OVER STONE " C.B. TRAP OR FES LEVEL SPREADER UNDER FES OUTLET 6"OSCH40 ROOF DRAIN _ -I 27.0" FILTER FABRIC BETWEEN FRAME & GRATE m °°°0°0°0° LEACHPIT °0°0°0°0° °0°0°0°0° LEACHPIT °0°0°0°0° 12 0 HDPE PIPE i LI� I-J- em {(I-{I I- ° ° ° ° ° ° ° ° ° ° & DOWN SIDES OF PITS ELBOW TO DRAINAGE 2% MIN. o °°° ° ° ° ° ° ° ° °UNTIL SITE STABILIZED ° ° ° ° SHOREY OR EQUAL o°o°o°0 12'0 SLOTTED H-20 0°0°0°00o SHOREY OR EQUAL o°o°o ALIL FILL TO BE PLACED IN 6 LIFTS r-PROPOSED,-: v °o°o°o°o° o 0 0 0 0 0 0 0 0 0 0 0 �I I I REINF. CONC. o ° ° ° o o ° ° ° o o ° o o ° o ° o 0 0 REMOVE CONSTRUCTION SILTATIION PRIOR 1000 GALLON PRECAST o o °° °° CORRUGATED HDPE PIPE o°o°o°o°o o°°°o°°°° ANID COMPACTED TO 95% MODIFIED PROCTOR DENSITY TO FINAL PLANTING H-20 CATCH BASIN °°°°°°°00 °°°°°°°°° °°°°°°°°° °°°°°°°°° --------------� NATURAL GAS LINE PAD 6" WITH °°°°°°°°° °°°°°°000 ADS N-12 OR EQUAL ° ° ° ° ° ° ° ° ° ° BY' 10 TON MIN. VIBRATORY ROLLER. '0X6'-L3" SHOREY SOLID o°o°o°o°o o°o°o°o°o o°o°o°o°o o°o°o°o°o ° ° ° ° ° ° ENIGINEER TO INSPECT ALL SITE WORK. 2" SCH80 CONDUIT 6X6 WWF IN O°O°O°O00 O°O°O°O°O O°O°O°O°O O°O°O°O°O o a°a°a°a °�g�g o-..° ago aeo a °�o�g g�o� CLEAN SAND FILL ONLY. ELECTRICAL CONDUIT CENTER BASIN H-20 OR EQUAL o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o° o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o° (TO CONTROL PANEL) 30"X80"X6" 38.Ot SECTIONAL PLATE ROOF 0 F DRAINS. PROPOSED (� 3/4" - 1 1/2" J� 3/4" - 1 1/2" J� 1000 GALLON PRECAST OR SOLID BCOTF0M GENERATOR D E TA I L v SECTIONAL PLATE DOUBLE WASHED STONE / 3 X3 LEAC:HING TRENCH DOUBLE WASHED STONE / H-20 CATCH BASIN NOT TO SCALE TREE 6.00 OR SOLID BOTTOM 4' MIN. AROUND PIT BETWEEIN STRUCTURES WHERE SHOWN 4' MIN. AROUND PIT 6'OX6'-8" SHOREY SOLID PROPOSED 3` CALIPER SEE TRENCH CROSS SECTION BASIN H-20 OR EQUAL RAIN GARDEN INVERTS LEVEL AT LISTED ELEV. 40 W OVERFLOW CATCH BAST SYSTEM CURVE _.,,,�. o c H N 4 ORIFI S- BAY POINT NOT TO SCALE DRAINAGE SYSTEM DETAIL 00 N w 30 MYERS V3WHV - 3WHV15M4-1.5 HP NOT TO SCALE Ld 5" IMP. DIAMETER TOMWHOUSES REINFORCED NEW BLACK RUBBER z HOSE (1/2" ID) HIGH GROUNDWATER o DETAIL SHEET TO ACCOMPANY DOUBLE STRAND 12 GA _ EL. 1 of PER MAP & GIS Q 20 STEM OPE TING POINT GALV ANNEALED TWISTED WIRE W - - - - 132 GPM /�T 19 TDH SITE PLAN 3.02 FTIIDUAL D 1, TREE WRAP. LAP ENDS DOWN J 15 8' TDH LX) NOT STAPLE PUMP INSTALLATION 1� 3 STAKES EQUALLY SPACED 6" LOAM & SEED ALL DISTURBED AREAS NOT PAVED. 12"X3" CAPE COD BERM INTEGRAL WITH TOP COURSE O 1 OF LAND IN AROUND TREE 2 1/2'x2 1/2"x10' 1" TOPCOAT MASS DPW 10 C 0 TUI (BARNSTABLE ) , MA SPACED 1'-0' FROM TRUNK, TYPE 11 STAINED DARK BROWN. " 1. PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS STAKES DRIVEN AT ANGLE AND 2 BINDER PULLED VERTICAL WITH WIRE SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER o MIN 4'-0' BURIED SHALL PROVIDE THE DESIGN SHOP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOR PREPARED FOR e 000a00000e00000000000 0o0 APPROVAL. INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR MIN 3" DEEP SAUCER ° ° °.00° FOR THE PUMP(S) IS AVAILABLE AT THE SITE. O MIN PLM BUZZY, LLC 3' DEPTH SHREDDED BARK MULCH EXTEND GRAVEL 6" MIN. 12" PROCESSED GRAVEL 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED WITHIN A DESIGNATED UNIT IN AN CAPACITY - GPM o 300 2604 ELMWOOD AVE, SUITE 352 PAST EDGE PAVE MDPW M1.03.1 VIB. ROLLER COMPACTED ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND REMOVE TOP & SUBSOIL LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY SO PUMP CURVE FOR MYERS 3 WH V PUMP RO CHE STER, NY 14618 REMOVE BURLAP FROM TOP THAT EACH OPERATION APPLIES THE PROPER DOSE TO THE HALF OF ROOTBALL COMPACT SUBGRADE NOTE: REMOVE FROST SUSCEPTIBLE MATERIAL SOIL ABSORPTION SYSTEM. -#671 MAIN STREET COTUIT MA Z I ICOMPACTED SUB-GRADE TO A DEPTH OF 36" BELOW FINISHED GRADE. PUMPS SHALL BE PROVIDED WITH A LOW LEVEL OVERRIDE AND REDUNDANT > 1i REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL LOW LEVEL ALARM SET SUCH THAT THE PUMPS REMAIN SUBMERGED. ` SOIL MIX r Z- �° DANIEL.A ` ;:': ' '(LESS THAN 10% PASSING #200 SIEVE) PUMPS SHALL OPERATE FOLLOWING SEQUENCE: �� off 508-362-4541 SCALE: 1 = 20 DATE: 1 1 -22-04 NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. a. PUMPS OFF o OJALA \" PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. b. LEAD PUMP ON �•1NoF civil. ! -( fax 508-362-9880 REVISED.: 1 - 19-06 REVISED.: 5-30-07 q� c. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP ��NOFMgSS9c ��1AOFMgSs9 o�y�� Ss9cya �o �No.4650�/�! downcape.com © REVISED.: 4-6-06 REVISED.: 8- 19-08 SUBSTITIUTES FOR FAILED PUMP) ti o DANIELA. ti . :, o • o PAVEMENT CROSS SECTION DANIEL ti N c ; gg•• d. PUMPS MUST ALTERNATE o A DAANIEL G(, o °civl� y : cape enBinee��ag, iac° REVISED.: 2-27-07 REVISED.: 4-10-09 MIN MIN NOT TO SCALE e. DUPLEX PANEL SHALL HAVE ELAPSED TIME METER AND EVENT COUNTER FOR EACH PUMP c, OJALA OJALA o No.46502 REVISED.: 4-5-07 REVISED.: 5-8-09 No.40980 No.40980 �o.�F �a �� civil engineers REVISED.: 5-27-14 TREE PLANTING DETAIL 3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT p �� p P oisTE� SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED °FEss\° °'�ess\°`� `�ssi No�� land Surveyors REVISED.: 6-6- 14 WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO SILENCE SWITCH. THE �qNp SURN ° !q RN � OVAL e ALARM SHALL SIGNAL A LOW WATER CONDITION (PUMPS NOT SUBMERGED) AND A �- 939 Main Street ( Rte 6A) REVISED.: 12-1 '9-14 (TOWN COMMENTS) HIGH WATER LEVEL CAUSED BY PUMP FAILURE. ELECTRIC PERMIT REQUIRED. � YARMOUTHPORT MA 02675 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY DATE DANIEL A. OJALA, P.E., P.L.S. SHEET 3 OF 3 04-304 CLEAN WATER TESTING PRIOR TO CERTIFICATE OF COMPLIANCE BEING ISSUED. 04-304 BAYPOINT FAST.D�