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0030 ELLIOTT ROAD
�} k � �C/{ {) I i ! k 1 6 1 (� ��� r X 1. 1. �y� pq �j' � �-M .K. IRMj �I:,l'j,�:�,,�Md�'-�z"z�'�!I',��:,,I�,-"��t";,III,�.�!""W,��,,,,�"��,:.e�I,�,,,,.,,�,-I"�,�I I1'.:.,l,4t1,�:1�:,�l'-,�,,J:i,.,� F.: .,7` .1 r .� .:fk. l�E �i?r .=r�rr/ •r. �r �, - `�. - '� 'I �h ,. C ` j f ! J II IIi . ( , .. - v F i, j, p R {. c .. ,. .. k. 9 ' '1 i, P '1 - - , 4 _S j '" i f, 1 ,i:`f W. d :i': y % 4 4 b 1 4 '1! r`( y. fI. f �,A .� n , ' ¢i l & tl i t }... r}l Y 3.,v. f- f 1{S j , ! „' , mar ,a r' +, A.: I, Y t •,, '{ ;5 r zr i. , , , , f r 5.,-• }' .f , , r ,: :, e: , V, " e v 1 1 ,.Ek ^o '.1 ! 5 u, fl t f' t 31 ., d t f f S 1 5,., ) 5 7'r t .{ {ys iiy '','.: �, S Y t i` , i 1� i k 4£o :t µ �i} , ti' s' r r s ., t, r , .e 4, .. ..., , ., I. t .A t 4�s , „ } J .r„ t „7 1 rt `i : , .. . ., „ s ,, :. q as S (, h .: o x,` <,� it ,'! f e -. f r, r :,a's'. $ a., w w' r '+: t !! r R i,, '�. '-r hJ R u, r a itt ,{,, t 4•rl s S t R• I: :, ,...r t, �.. / i,i l ::G iE }f 1 I,, '1+' ! t f t t' 3y, G .f {I 1 { , ,ice .: tl r q. R ,l-. .e e { r. , -. .(p{. I'° ,d, •', .o. ..CT d dyFr•r a +.r � v:a.-'a e l k v r • o f 9 W,%. r#'it�,:-' u.e},+K.,.,. ,,..',. ,..:..-r. •:: ...,._,, �. <.u' .r. r�•,"N:.t,L.?k'.g r-'iv�' -`�.x!-ti..C,.,». J +rx .4ap.Cr ht :,j+�.. Y II I ./ 'd i-- °Mp1l�yks;^+�Y 6!h 4:A n^^4�'d!t -' v"- �(^ .,.,kt:: !y. M :.. .,,,.,.<.,,, .b...Y.:. o t!. ::, 4):' i'Rn. d, 1 A` 1 A. { .. i s v,t':r �. .: .. , .,:. :,.r .:':. r.�,.:ry f ., t 1. fr 7'': S .. r ....t ,..1.. .,..- ...,.r. .: , Y.r..x :.. vn. ,. .. , ...V. .. ,..,,:. -..v.: ... .,. i �,. f.. 1 C.` v�. E,� .:. .t,. �:.t v. . 4 :.'.,..,.. ✓ /,. � n �. �. .. ,. 1„.,..., .., t...r. ,:,....t,,. '.f i , ... ,., .. e .,.. ). i �.4d .ti d'• 4. .[S'r.2r rE{ .dYi 3.. �,.� , _,,,. � a.a,...a,,,, .r ,.. . rr.rl.r _..,..c _ ti:,r ... .:;. .. ...1 1., ! ,� x, _ es farms ,� u.,t,.z.�z_.,1d�,,,. ..'�._x. rc � T Town of Barns Building - t Fr m the Street-A • i ;. ` h t it is Visible` o roved Plans Must be Retained on Job•and this Card Must be Ke t PostJh s Cat T a pp p SeRN5fABLE. - - r+ass. 8 Posted UntilFinal Inspection Has Been,Made. 16g9 ♦a L`�k s „ a. s -.= so " mit Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made �� Permit No. B-20-1308 Applicant Name: Steve J Spengler , Approvals Datelssued: 05/26/2020 Current Use: Structure 11 Permit Type: Building-Solar Panel Expiration Date: 262020 Foundation:-Residential P / / Location: 30 ELLIOTT ROAD,CENTERVILLE _,. Map/Lot: _248-170 Zoning District: RB Sheathing: Owner on Record: DE OLIVEIRA,ALEX&VICENTINI,MARILENE Contractor Name: VIVINT SOLAR DEVELOPER LLC. Framing: 1 Address: 30 ELLIOTT ROAD Contractor License: 170848 2 CENTERVILLE, MA 02632. - `` Est. Project Cost: $4,224.00 Chimney: Description: Installation of.roof mounted photovoltaic solar systems 9.6kw30 Permit Fee: $85.00 Insulation: Panels . Fee Paid: $85.00 ' 'Final: Project Review Req: `, _ ._ � 'f Date: r 5/26/2020 Plumbing/Gas Rough Plumbing: ; < R�__ This permit shall be deemed abandoned and invalid unless the work authorized by this permit; is commenced within six months aftePgMf?&Official Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. { F' final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building.and Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Service: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection S.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health . "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). . Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT y��' Final: oFz"E r°w,, Town of Barnstable Inspectional Services B,uuvsrnBLe. ' Brian Florence,CBO �A s6S9.: ,0 Building Commissioner TEO MAC s 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us INSPECTION REPORT Address : 30 ELLIOTT ROAD, CENTERVILLE Case # C-19-184 Inspection Type : Violation Inspector: lauzonj 1 Description IDate Unit Status Comment Violation 9/2019 PASS No violation observed. Close. Inspection Type : - Violation Inspector.; lauzonj Description 1Date Unit IStatus Comment .Violation 103/04/2020 iPASS No violations still. C Violation _w_ �... .r ..�.. 103/04/2020 PASS No violations still. s s Town of Barnstable Building Post,Th�s Card PIn So That&rt is U�s�ble From the Street °Approved Plans.Must be Retained on Job and this Card Must be Kept , ,,; BATE WABLE.. .._ r:°�� IIt i 1,« s ; "! ;£ s, ih x ass % '=A bPosted�Until Final Inspection Has Been Matle - �� � " eat+° Where aCertificate.of O,ccupan'cy,is'Required;such Building"shall•Not,'be Occupied;until;a Final,lnspection has been made ,;, er �t r Permit No: B-18-3202 Applicant Name: Brien Langill Vivint Solar Developer LLC Approvals Date Issued` 10/19/2018 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 04/19/2019 Foundation: Location: 30 ELLIOTT ROAD,CENTERVILLE Map/Lot: 248-170 Zoning District: RB Sheathing: Owner on Record: Alex De Oliveira ,.., Contractor`Name.' .BRIEN LANGILL Framing: 1 Address: 30 ELLIOTT ROAD Contractor License: CS=106675 2 CENTERVILLE, MA 02632 Est,Project Cost: $ 13,200.00 Chimney: Description: Installation of roof mounted photovoltaic solar systems,20 panels 6 Permit Fee: $ 117.32 kW Insulation: ` Fee Paid:' $ 117.32 �) �=2:G Project Review Req: Date: 10/19/2018 Final 2 Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: Rough Gas: iabandoned an invalid unless the work aiithorized b "this ermit is commenced within six months after issuance. This permit shall be deemed d f" y p w All work authorized by this permit shall conform to the approved application and"the'approved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structure' ;hal be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for puoti inspection for the entire duration of the work until the completion of the same. = Electrical Service: The Certificate of Occupancy will not be issued until all applicable signatures by-the Building and"Fire Officals are Provided on this^permit. Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing x. 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Final: Building plans are to be available on site 0NL_y,jC All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT - I Anderson, Robin From: Lauzon, Jeffrey Sent: Thursday, August 02, 2018 11:07 AM To: Anderson, Robin Cc: . Lauzon, Jeffrey Subject: 30 Elliott Rd. Robin, I did an.inspection at the above address in response to a request for service on August 1, 2018 and found the following: 1) Advanced Gutters sign posted in front of property. 2) One box truck with commercial plates parked in driveway. 3) No one answered door so I left my card with instructions to contact the Building Department. 4) No vehicles observed parked in roadway. I will monitor the property and advise you when I have further information. Jeffrey Lauzon Chief Local Inspector (508) 862-4034 jeffrey.lauzon .town.barn stable.ma.us 1 _ Date: August 1, 2018 To: Building File RE: Operation of a business in Residential zone/Parking commercial vehicles on street Address: 30 Elliott Rd,Centerville Originator: Unknown Owner: Alex De Oliveira & Marilene Vincenti Complaint: Business in RB zone/parking on street Enforcement Process Steps 1. Initiate local investigation: RA 2. Document/enter into system Yes 3. Contact 13 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./Org Jeff Property R248-170 Property is developed (1996) with a 13/4 stories SF dwelling containing 2 bedrooms and 2 baths on 0.26 acres in the RC single family zoning district. 08/01/2018 RFS to check property—Caller& neighbors stated new owner appears to be running a gutter business from residential property. They are parking their commercial vehicles in the street. TOWN OF BARNSTABLE Building INE r 201 -504906 * BARNSTABLE, ' Issue Date: 08/17/15 ., Permit yQ MASS Dp 163 Applicant: CHARLES WHITCOMB JR. ?Fp •1 A Permit Number: B 20152204 Proposed Use: SINGLE FAMILY HOME Expiration Date: 02/14/16 Location 30 ELLIOTT ROAD Zoning District RB Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 248170 Permit Fee$ 214.20 Contractor CHARLES WHITCOMB JR. Village CENTERVILLE App Fee$ 50.00 License Num 140251 Est Construction Cost$ 42,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT AN ATTACHED GARAGE WITH WORKROOM AND UNTINIfMF,$ARD MUST BE KEPT POSTED UNTIL FINAL ABOVE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MCCORMACK,JAMES G&MARGARET E BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 30 JUNIPER DR INSPECTION HAS BEEN MADE. ° SAUGUS,MA 01906. Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER ORARILY P ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS MMMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHE INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. . WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. ' WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 I 20/,5'0�a qa9 uw -pkvr f 1 s D.�/.j.--9.-1 o K re, 4 , oe 2 ,.. 2 2 3 1 Heating Inspection Approvals Engineering Dept kFiir�e�Dept 2 Board of Health Town of Barnstable. 200 Main Street Tel. 508 862-4038 sexrrsreacE. . ( ) KAM0a , °IEoMA�a`. INSPECTION REPORT Date: 4/15/2016 4:38 PM Inspector: Iauzonj Permit Number: B-2015-04906 Name: MCCORMACK, JAMES G & MARGARET E Address: 30 ELLIOTT ROAD, CENTERVILLE Inspection Type Inspection Item, Status Comment Building Final A- Inspection Results PASS OK but needs fire sign off. Inspection Overall Comment: OK but needs fire sign off. Overall Inspection Status: PASS Re-Inspection Date: y i Inspector Initials: Person in Charge Initials: Total Score: 100 r } PROJECT NAME: e w ADDRESS: m PERMIT#_ PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX Cent1 SLOT Data entered in MAPS program on:. I s- BY: f q/wpfil e s/fb=/archive r.. 3 y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION t OWso �GG Map Parcel D f I" F B q -/� �� .�r��� Cyr :��,���5'�,���� Application # Health Division Date Issued 8/1-7 r �°. . Conservation Division PH ! S"' Application Fee f Planning Dept. Permit Fee �I Date Definitive Plan Approved by Planning Board `s Vi C T Historic - OKH _ Preservation / Hyannis Project Street Address 3® Cc"1/i' 07,y-lath, Village rU A- Owner Alan SGc> Re e& Address es 94,1f . ' ' Telephone '7_1!Y-1d 7 Y 71 4 Permit Request .<�: x�",�°/� o�on 6"n/ V&Lr Square feet: 1 st floor: existing VI proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type � I® ri 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 W<O On Old King's Highway: ❑Yes R<O Basement Type: Nr`Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) 0 Basement Unfinished Area (sq.ft) ?b Y' Number of Baths: Full: existing '�i new �_ Half: existing & new 6 Number of Bedrooms: existing® new Total Room Count (not including baths): existing new First Floor Room Count 3 Heat Type and Fuel: D'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 Vnew sizllhed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes WIN o If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION _(BUILDER OR HOMEOWNER) Name �ha���-S /�, "Ilkd✓h 4, J/'. Telephone Number 77q 99- y7/ Address I�-dUX S� License#_ ✓iYS per-t) 1-1/4 1�.)&7)_ Home Improvement Contractor# Email�hifCym��i°mdcf'¢�i��@ 'mar , Co,r� Worker's Compensation # 1006-500 50139V-.2D10 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO DrWai1 A SIGNATURE DATE ( If / ! R ` FOR OFFICIAL USE ONLY PPLICATION# 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 PXi2E DATE CLOSED OUT ASSOCIATION PLAN NO. Y+ 5 i ' ; ' . 1)eparfinerrt affnr�urfriar�4cc�ezrlr . ' rA Office afbivesfig-a ions • 600 ATasl ringtazt Street . Bvstbr4 HA 02 rrr - • ' • wwx�.rrrdrs gwl�ra _ ' Workers' Compensation Iwaranm AffldaviL-BuUclers/Confractors[Mecfriciaas/Plrmb5rs Aputicant Information Please Name C�csslozga�tionttn�vidffi1): :�'`i 4'r/PS` %7 ��l i <� - m Address: pv,'/ Uji• S!�/ - City/StatelT�p: AAS f G on�S 71L #:� 7�y) y���-1/7/� �JG; a ployer9.lck-&-kfhw approprla`tebm�_ , —'` y Ject(req�; 1. I am a employer wig _ 4=[Q-I am a general cardxar#oor and I 1 .3 * have hired the caastroctio n M4&)kecs(EM and/or part tima). " 2.Q I am a sole praprietDr or pmtaer- . listed on the afiarlamd shrct. dcling ship andhave no employeese s have S, []D�olitij worlang forma many capacity. anpIoyees m dhxm wml=s [Nn workxrs'camp,incinranrr. comp,ks manr_�t 9. ❑"'iWing ca 5. []We are a carparafian and its 'I0-Q Elrcfzicalrepahs or additions 3.Q I am ahumcowncr doing all work offic=have ex=i s�tbck IL Q P rc aiis or P addrlions myself DT6 w,,�o,�,7&camp. rit of exc�onPer MGL ; . incrtra�nre r`tFft•�'••1 t r.I�§I(4)a m d we hm no 12.❑RDaf rCp2II5 ci ' [No wod=' Q O�cr rip.insmmace rer ] *AaperppIiomtthaYeficrJsbmc#lomitnlsnfrooIIttfiev=ctinnbclnWsbewingtbeswcd=me cmpmsdinapeIiqiafomafi�- ' "tHnmeawaeawhosnIan�$sisd5�avrtzndiafmgi5eyaxndniagaIIwo�cimdtfimhueonmda�ctnaaantsubm$eacRr�nda�mdir.�gsor.E� ' �Can�s'�ebce3c�is box�ststlae5ed�add$iaaaI sbedsha�•ss��fbe asna ofthe say-e�xas�d sty wbeti�ao�rnotthnse editi.s hope . I am am employer that is providmg vorkcre comp=adDn h==7ce fqr my EUVID'e= Below it the parmy and job site inforraatinn. InsmInce Company Noma: 045Sve A0 C/I'm y ers %✓)sureli ce Policy#or SeIf-ins.Lic.#-. IJCC-sOy—501-2 99A d-01,14 Vast Dale: rob site Address: 3Z) //i y7�1 Rded �� S�ef /le M4 •�Atia�a ro of fire�orkeis'camcam�sa�au on decL�.tation sTio tli�n number and,"rxgi�tion date). Fa`z�e in sec�e covetag�as rogvazdvuder Secti®25A ofMGI;a:LSz c�lrad to tiz'e impositirm of etaniIIal penaltir of a • ��to$I,500.00 and/orono-year io�riso�as wrll as civ$peaaltics in tha f imn of a STOP WORg ORDER and a fma ' of i�tD$?50.00 a day ab m�the yiol•�ar. Be advised mat a copy of$pis stafemcntmap be fnrp�ded to the Offico of fnvr�c;ri•;n.,c of iha DIA fnrin�,,,n,rr cove�agz ve�eaiiom. Ida hrreby cerh fy thepanzs penalties ofPMjmy that the ir¢onru�iars provided above it TSue and cnrrezt . Rimmfm= Dais: •�� •l'�� ,�'' Phone#: —7 / `7 q ff. 477 C FE only. 11 a not write in fhfs area;to be conrpk,-d by city ar faun a6$7az = hority(circle one): t Hean 2 BmIdingDepartmeut 3.CHylTmm Clrs-k 4.IIedricalluspcdnr S.P�mhiag7nspertor, son: Phoneme y i Wormation and Instructions ; Massachuseffs General Laws chapter 152 rcga=all cmployets to Provide wad='compensation fir fir euipIoyees. Pmasnantto this stafniry an MP1a3're is deed as=every pers6nm the service of another m der any contract Ofhirry espies or finplied,oral or wxitte r Amamploye•fs defined as aan fidividuA pmtnersbip,awociafiam,corporation or other legal entity,or any two or more of the f=going engaged in a joi d erttEtprfsey and inclndmgtiie legal reg� eseata&=of a deceased employer,or the receiver or trustee of an individual,partnership,association or other Iegal entity,mnplaymg=3Ployees. However the owner of a dwr,Ilmg house having'not morn than fbree aparhmeots and who resides fmmjcn or the occopant of the- dwellmg house of anoffiar who errplays p=ms to do mairAmance,cons „cti pn or iepafr work an sash dwc ng house or on.the grvnnds orb uilft jnxt m ttberein sbaRnotbecanse ofsmtch enploymmxtbe deemed to be an employer." MGM chapter 152,§25C(6)also sfafrs that'every siate or local Rcensioxg agencysh2H WHhhold ffie issuance or renewal of a license or permft to operate a bII kess'or to construct buildings in the coimnonwealth for any applicaatwho has notproduced ameptable evidence of compltanca with thn insurance coverage required.." Additionally,Md chapter 152,§25C('7)states'Nertber the ca=m awealfhn:or any oft political subdivisions shah miter info any contract for thep mfmmm=of mbho woik until acceptable evidmm of emnpliancevMh the in mM6.• -- regukenients of this cbapt er bavo been preseoded to t31e conf<admg anfhorr<y." Appficartts Please Sl oust the workers'compensation affidavit completely,by chwIdng the bm=thief apply to yoar sitr a and,if n.ecessarx,apply r(s)narq*)• address(es)aadphane— cr(s)aIongwiththeir certificaUe(s)of insurance. Limed Laahilrty Companies(LLq or Limited Lmbi y Partnerships(LI P)with i r Ioyers othier than the mctnbers or parh=s,are not rbgmii a to retry workers'compensation firm i ancm If m LLC or LLP does have employees,&policy is=quired. Be advisedthatthis affidayitmaybe snbmifte-d to the Department of Industdal Accideofs for confIinzdmm offnsmranco er covages Also be sine to sign and date the affidavit The affidavit should be refumed to the city or town that the application.fur the permit or license is being rzgneshA not the Department of Ill Acnidm3 s. Shouldyon have arty questions regarding fhe Iaw or ifyou arm regoaed to obtain aworl=s' compensation policy,phase call the Department at fe rminber listed below. Self-f mued companies should enter their self-issuance license number an.the appropriate lane. City or Town Officials t r Please be sine that the affidavit is complete and primed legibly. The Departmer¢has provided a space at the bottom of ffib affidavit for you to fM out in the event the Office of l v�cs aiirn, has to contact you regarding th o applicant Please be smc to fill in the paomWHcrose nwnber which wM be used as a inference number. In.addhion,an applicant that must sdbm,k multiple pacm+t/licen a aPplitsfi®s m any givea year;need only submit one affidavit indirA.�cuumnt policy fi formafirm.Cif n=cssary)and under'gob Sito Address"the applicant should vt,7ifn"an locations in (may or town)_"A copy ofthe•affidavhliiathas been officially stamped oermadced bythe city ortuwnmaybe provided to the applicant as proof that a valid affidavit is m file for fuimm pemsiis or li=nses Anew affidavit must be fMed.out earn year.Where&home owner or cif is obtxinmg a license or pe mitnot•r6lated fo any business ar'cammercial vent n e tie.a dog license 6r pconit to born laa_ves etc.)said pecan is NOT required to complete this affidavit The Office of TnvesdgEfl=wonIdlrke to ti=kyoaia advimce forymx cooperation.and sboaldyaa have any questions, please do not hesiinin to give us a call The Depadmcnt's address,telephone and faxmwbm-. {{� 1 1C1FLY/���,� •s. LL2 U7aut1�J�W . Depadmm t of lndmf dal AgM-ft • �a�of�nvtio� . : Bastoo.Y&Q111 Tel,#617?27-4M eft 4€6 or 1-977 MA MUE FKr6 617-727-7M Revised 4-2"7 -ggldia I AfVC Guide to Wood Construction in Higlr F>'hd Areas:-110 niph I-Vind Zone Massachusetts Cheddist for Compliance (780 CLMR5301.2.1.1)i Loadbearing Wall Connections -2 •• - - - Lateral(no.of 16d common nails ..:........(Tables 7.,}... .-• •••---••• ••• Non-Loadbearing Wall Connections ). ......� Lateral(no.of 16d common nails)...............__._._........(Table 8).......f!"�0 ...... -_.. Goad Bearing Will Openings(record largest but check all openings for cpnipGance in Tabt 9} able 9 5 HeaderSpans .... ._.....:_ ...._.. ..........(T ).......:......__.........._.:.. 1 R in._11� Sifl Plate Spans _......_.._........._.....:_o.. ...(Table 9)_...__......T....._...........�,ft_6L in.511 Full Height Studs (no.of"studs).......�.__..................('rabte S)..........._...-----.._......... .... .._.. ' Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) ; Header Spans.:...................._....._........:.._...._...._...(Table 9)................--------•........_ft 'in_912' 9 ft m.5 S(I!Plate Spans......._......_.._........................_....._.....(rable )---..._._:......._.............. — .— Full Height Studs(no.of studs)...__........... (Table 9)........_......:...._........:_..............._.... Exterior Wall Sheathing to Resist Upfift and Shear Simultanbously . - Minimum Bwldfng Dimension,W 3 Nominal Height of Tallest Openings ........................_.��......�--......._..„�..-•...: `B" Sheathing Type..............._........._._....._....(note 4):,......._............................ ---....... �1, Edge Nail Spacing._........_. ._.. , .(Table 10 or note 4 if less). .._......_._ in. Feld Nail Spacing. �... ...._ .._.•(fable 10)........._ • ..........__._..._....._.min Shear Connection(no..of 15d common nails)(fable 10)... , ...__........_.........._....._... Percent Full-Height Sheathing.._._:_...._..:..(Table 10)............................................... % 5°�Additional Sheathng for Wall with Opening>6 B'(Design Concepts).....__:._..^.... Maximum Building Dimension,L s _ 9ppp 5,2��G P�a' S 6 B Nominal Height of Tallest OpeningZ....... ...............![.''. �ds?.�� Sheathing Type..._....._...._.....`:'.:..:::...... (note 4). • Edge Nail_Spacing.....--.-..... (Table 11 or note 4 if less).......................... O•G• — Field Nail 5padng. .•(fable 11). r in.o 'G Shear Connection(no.of 16d common nails)(Table 11).........,`,.?...� .. ..T.. Percent Full-Height Sheathing.........._........._(fablell)...... ...._..____.._.,.__._. • 5%Additional Sheathing for Wall with'Opening>6'8'(Design Concepts)_:...:.•__•_••:.. Wall Cladding Ratedfor Wind Speed?__..--•---------- - - --__..............._...............-----•--.__...--- •_.__..._._._...._._ 5.1 (tOOFS n members spans checked?.................... For Rafters use WC 5 an Tool see BBRS Webs' ' Roof framing pa ...( P� P � rtr:} Roof Overhang ..................................;••�-••--•-••-••(Figure.19)............. it s smatter of 2:-or L13 Truss or Rafter Connections at Loadbearing Wags Proprietary'Connectors uprift:.-....................•_.•...... .. :.....(Table 12)_.......... ..... ..._..........U=_�_�If able 12 •••L= i plf . Lateral---.._...__•.._._.....;.._.__.........(T )...._..........._..__._:_......_..... . Shear:_-._...__..._....._.._._.....:......(Table 12).............._..............•_•-._......5- , Pit ....:_T=%n plf Ridge Scrap Connections,if collar ties not peed per page 21...(table 13).__.........._..... _ • ....(F ure 2D A1� ft 5 smaller of 2'or L2 Gable Rake Oudoc ker•.......•.::...:............_.__. g_ )... r Truss or Rafter Connectlons at Non-Loadbearing Walls' Proprietary Connectors ;j J Upl[ft._._:....:........ '.. (Table 14).........._......_... _:_..._ U= lb. Lateral(no:of 16d common nails)...(Table 14)...................... .... ...........L=r�l!�lb. ✓ ' Roof SheathingType......._.._.-:.._..�_......_..__:.....(per 780 CMR Chapters 58 an 59)......_....: Roof Sheathing Thiclaress........................�_._.:....�..:.._....._.__..__...P__._...: i, in._wit WSP� i Roof Sheathing'Fastening•__............ .......__:... :(Table 2)-. ....... r:.._. ....' ..............t ' Notes: __ --- -fir► � , •1. This checklist shag be met in its entirety,excluding the specific exception not in 2,to comply with a requirements of 780 CMR•5301.2.1.1 item 1.If the checidist is met in its entirety then the following metal straps and hold downs arc not required per the WFCM 11 a mph Guide: a. Steel Straps per Figure 5 b• 2b Gage Straps per,;Figure 11 c• Uprrlt Straps per Figure 14 ' d. Ali Straps per Figure 17 e• Comer Stud Hold Downs per Figure 18a and Figure 18b - 2 Exception:Opening freights of up to 8 ft shag be permitted when 5%is added to the percent fall-height sheathing 'requ'iremenfs shown in Tables 10 and 11. 3. The bottom sill plate in exterior wags shall be a minimum 2 in.nominal thickness pressure treated#2-grade• ' 4 A FCC Guide to FYovd Carrsiruction irr Hid lrnd Areas:110 mph bind Zone Alassachusefts Checklist for- Compliance (7eo chTiz53Di•?I.I)r • - " Check . Compliance . 1.1 SCOPE /f WindSpeed(3-sec.gust)__' ............._......___........_._..._-....................... ...110 mph �( r WindExposure Category...._.._... .___.......__._......._._........ ._.._...._..._ .........._........»......_...---_B Wind Exposure Category................Engineering,11equired For Entire Project........................................0 12 APPLICABILITY Number of Stories(a roof which exceeds 8 In 12 siope shall be considered a story) stories 5 2 stories RoofP'ttch._.._.__..»..:._......._..........._._._._.._».:... _(Fig 2) ........ ......._.._...... 12:12 Mean'Roof Height _.._».»......_..._._,._........».._.__ ..._(Fig 2)_._._. .-................'.� S 33' .._._ .......... Bulding Width.W (Fig 3)-..- 9 ..... ft S 80' Building Length,L .:..._..___._ ..-........._............ ......_(Fig 3)._ ....... .............. ft S 80' Building Aspect Ratio(LJW) (Fig 4)_.------__..•---...._.------...:..._.. <3:1 ^� " .._._:............._.._..._...._._..._... Nominal Height of Tallest D`enin : Fi 4 ' ' r P 9 ......._.__»:�; :_..�....( 9 )....»»..._._:................._........ - S 6 6 • 1.3 FRAMING CONNECTIONS General compliance with framing connections_...__........_.(Table 2)......................................_........_........ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete......................................................................:....................................................... ConcreteMasonry........___._.__.---....._._..-....................._:._......_..._.:..... _....... ......._..__:............... �-- 22 ANCHORAGE TO FOUNDATIONI's 5/8'Anchor Bolts•imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete on► Bolt Spacing-general...... .... .(Table in............. .... Bolt Spacing from endrofnt of plate.:».......�_.-__.___...(Flg 5)...,._..._.._.................... in.S 6'-12'. Bolt Embedment-concrete._--_..._._y- _.--_._. ..(Flg 5)......__..........__...._:_.._:...:___,� in.z 7± Bolt Embedment-masonry...._......a_`! ._._......._(Fig 5).....:.._..t_....................__.:... � in.Z 15 . Plate Washer:.._.....:........_. ..(FigS .._...._.___LL....._.......». ).._..._......_..._-------------_...�. 3-x 3'x'h' 3.1 FLOORS 03 O P. di-A �� Floor•framing member spans checked ..._...._.._.........._...(per 780 CMR Chapter 55)_...._..__ ._._. ' . Maximum Floor Opening Dimension_.:.___.:.._....__...._... Fl 6 ................. Full Height Wall Studs at Floor Openings less than 2'from Ex a-rior Wall(Fig 6)..:..........................:......... MWdmum F1oorJoist Setbacks _ SuPPoifing Loadbearing Walls or Shearwall...._.._......(Fig 7). ...... ,...............................». ft s d Maximum Cantilevered Floor Joists Supporting Loadbeanng Walls•or Shearwati...._.._..___Fig 8)_.._-_..._..._... .:.-:....._ft 5 d .........._...-- FlooTBracing at ............._._......_.._.»..»�(Fig 9) .. -....._».._.._._..__......._......._..... ...._. Floor Sheathing Type ..-_.:._...._.._.......: ........_._._... (per 780 CMR Chapter 55)........ Floor Sheathing Thickness...... .......:.....(per 78D CMR Chapter 55)......._._......._. in. ✓ Floor Sheathing Fastening _ . Tale 2) _d nalis at . in edge/_in field 4.1 WALLS Wall Height Height Loadbmdng walls._._... .:.__-.._.__.._..............».(Fig 10 and Table 5)_.......__.._..._ it S 10, - Non-Loadbearing (Fig 10 and Table 5)...................• . R'S Or Wag Stud Spacing ...:......._..._..._..:....,...___-_._......._(Fig 10 and Table 5)........ r In. 24 o.c. _ Wan Story Offsets ._...._..-_..._....._».:.__.........._.._(Fgs 7&8)_ ..._•___....... 5 d 4-2 M!"EMOR•WALLS' . Wood Skids Wadbearing �........»........._.._. - / ►tirafis_._._...:........»....»_..........»._.......a(Table ._.mac - ft in, ✓ Non-Loadbearing walls.__.__._..._..__»».....».......»»(Table 5)._........:...........__--2x ft ut Gable End Wall Bracing' / Full Height Endwail 5tr�ds..._»._.»_...._ .___..._ .Fig 10) ...... ....._. .y WSP Attic Floor Length.____._.::._..._ ....._.__._.(Fig 11)__ .... ._....»M. ftkW/3T�" 'Gypsum Ceiling Length(If WSP not used)_..:.:..»__-_a(Fig 11)..,,.. r---._. ....... :.:... ft z 0 9W and 2 x 4 Oontinuous Lateral Brava @ 5 ft.o.c._Fig 11)....... ...... ....... .... or 1 x 3 cetimg furring strips @ 16'spacing min.vtinlh 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length (Fig 13 and Table 6)..._:.:........__tom. .._... ft .. .. .._ . f1fF'C G[IIfle fO ffraUJ GOtlstTlrctl0ll i7!High 111ndAi as: 110 mph 1rind Zone Massachusetts Cheeldisf for. Compliance (7BO CIARs-3or 21:1)' 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 7/15'and be installed as follows: I. Panels shall be Installed With strength aids parallel to studs. it. All horizontal joints shall occur over and be nailed to framing. liL 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 shall be a double row of Bd staggered at 3 Inches on center per figures below:Vertical and Horimntal Nailing for Panel Attachment 5. Glazing protection:a)new house or horizontal addition—required if project is i 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 filst•tloor c)replacement inriridows-needs energy conservatlon compliance only(chap 93) B.Wood Frame Construction Manual(WFCM)for 110 MPH,Exposure B may be obtained from the American Wood Council (AWC)website. WHEarmrs�t�s-rsoff _ , l�r►,uats usend wars . •ATb"'= is AL 1 1 All !l oo ii ! 1 1 I ppAMIla l Mee-WE33b SIKIE II L! fL 11 at pJ 1 l • te 12 JA `M CDL!l31.E�E � STAGS E rAl1�S?� Ate — l NA4 PI�7 PARf3 - P � �- ?AW_EWCE 'AOr1HCENAILIDGESPAC>FrGGE77SL See Delail on Next Page Vertical and Horizonlal Nailing Detail .4 4 •• for Panel Attachment' Vertical and NalizoniaJ Nailing • for Panel Attachment . � • � � 'O .- ��� _ r. .� . 7 F oa r Town of Barnstable o Regulatory Services. MARC g • Richard V.Sc2A Director Building Division Tom Perry,Building Commissioner 200 Main Sftw%Hyamas,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, Ac E9 t ,as Owner of the subject property, herebyauxhorize (::*2-C� L%:)41 lC-0taLF2 to act on mybehA in all matters relative to work authorized bytbis building permit application for. (Address of Job) r `Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utdized before fence is installed and all final inspections are erform d and accepted E o S a=of Applicant Print Name .� Punt Name Date y Q:FORMs:OwNfiRPESMIeWI S y TOWIDL ot'Baxnstame Regulatory Services ' Richard Y.ScaF6 Director BIDiltiin9 DI Mon t uarM Tom Perry,Building Commissioner 200 Main Sireei .BYaonis,MA 02601 i w vi w town-barnstable.ma_us Office: 508-862-4038 Fmc 508-790-6230 HOMEOWIOH UCEME EXEM TON •-- _ -- —TpleuePtint DATE: JOB LOC Mq--• number shRct village 'TiDMEOWNFR• . name home phone i - wmk phone f CURRENT 14AICJNG ADDRESS: cityhnwa site up code The current exemption for"homeowners"was extended to include owner-oc�ied dwellings of six units or less and to allow homeowners to engage as individual for hire who does notpossess a license,provided that the owner acts as supervisor_ DErINMON OFHOMEOVRfM Person(s)who owns a par•ceI of land on which he/she resides or intends to roside,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 structuuzs. A person who consh-acts more than one home in a two-year period shall not ba 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 fur all such work Performed under the building permit (Section 109.1.1) Tho undersigned`.`homeowner"assumes responsibility fur compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. _ ti The undersigned"homeowner"certifies that he/she undrfta do the Town ofBamstable Building Dcpartmentminimmu inspection procedures and requirements and that he/she will comply with said procedures and requirements. i Signature ofHomeow rr Appmval ofBuDdingOiricial Note: Three-family dwellings containing 35,000 cubic feet or larger well be required to comply with the State Building Code Section 127.0 Construction Control. HOMSOWMIS EXEMMON 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 assamiug the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 21S) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this rase,our Board cannot proceed against the unlicensed personas 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/certifiration for use in your community. • Q:�WP�LE51t�RMSlbsnld'mgpesmitfmmslEXPRFSSdoo •, . Revised 061313 ' .-..,......� ,�Y/""' ��G•�O?Y[492PJ'IL({BCI�J2 6� Office of.Consumer Affairs&Business Regulation OME IMPROVEMENT CONTRACTOR Type: egistration: 140251 Expiration 9125/2015:: Individual CHARLES WHITCOMB JE3 r j CHARLES WHITCOMB -' 70.7 MAIN STREET ". HYANNIS,MA 02601 Undersecretary Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supen-isor License: CS-083184 CHARLES A WHjNCOMB JR t. PO BOX 501 West Hyannisport"MA 02672 ,i is,`� Expiration P M commissioner 04/28/2016 • a t I— License or registration valid for individul use only, piration date. If found return to:, before the ex f office of Consumer Affairs and Business Regulation 1,0 Park Plaza-Suite 5170 Boston,MA 02116 E I _ Not valid without signature - Map Page 1 of 1 Town of Barnstable Geographic Information System New Search I Home Help Parcel Custom Ma FAbiutters7 Map size zoom out n 1 I I 1 In ewer gym, �-JPG 293008 VY520 1 203010 293028 �1112 �Y 518 22 293001, . _ � ✓ - ckPond 282U05 292080 292304 111379 .. 292008 202082001 .p�4 26077 x460 . �8417 -p0 29230 2921000 Y489 292223 2 Y 106 292082002. �4 292097 .p�18 {: xIt . .012' 292307 292283 1292289 2920W Map: 292 Parcel: 306 Full 4445 "` 198 I. 282268 292287 5.p8 J - Property { �Lb 292328 292264 x38& 028 21,20" Location: 10 ALICIA ROAD - Inlo �ry +x.14 Y 52 1/LN1 2AZ3D8 292265 a" Owner: NETTO,AUGUSTO 292262 044 - 292230 292083 Y 24 x231- Y 67 292233 g�202231 Nil 29Nor Y•43 20 581 �Y33�q 1� x 17--j 192209 Nor 058 292324 @92281- �` ii Y13 ±p22j4��82232y LOCatIOn InfOrmdtlOn Y_7) 434 292309:' 29Z072 292073, �� A33 282260� p12 Y27 p8� p34 Map 8r Parcel 292306 292211 Ak 292323 N21 292236 292D71 �^' Location 10 ALICIA ROAD Y 19 202085001' p'4q 282310 -.292085002 083 0'43 292269 �p18 N17 /"" Acreage 0.41 acres (x20 ' 292322 �' - x27o 102238 / . r x54 �20511r 292268 428 JX 2920 0 202050 292088001 1 „— x20) Current Owner 292321 q.37� 292237 e Y28�Ya�6 f 404 ®x34 Mailing Address NETTO,AUGUSTO . J 17 UNCLE AL'S WAY Set Scale 1"= 283 1 Aerial Photos I MAP DISCLAIMER HYANNIS,MA 02601pp aeerowtt Copyright 2005-2010 Town of Barnstable,MA All rights reserved.Send qu65W drPPe5Y11KRA to GIS $0 _ BarnstableMA vi.2.5494[Production] Out Buildings $0 Land $27,900 Buildings $0 Total Appraised $27,900 Assessed value(FY 2015) Extra Features $0 Out Buildings $0 Land $27,900 Buildings $0 Total Assessed $27,900 MAP DISCLAIMER This map is for planning purposes only.It is not adequate for legal boundary determination or regulatory Interpretation.This map does not represent an on-the-ground survey. Enlargements beyond a scale of 1"=100'may not meet established map accuracy standards.. Parcel lines on this map are only graphic representations of Assessor's tax parcels.They are not true property boundaries and do not represent accurate relationships to physical objects on the map such as ' building locations. http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=292306 8/14/2015 - _,- Frarcelbetail , Page 1 of 3 lit ems. a. k T b' R� e4r +ZZ./t/ �• 're y Logged In As: Parcel Detail Friday,August 14 2015 Parcel Lookup Parcel Info Parcel ID 292-080 I Developer LOT 8& PARCEL 2 Location 379 FALMOUTH ROAD/RTE 28 Pri Frontage 90 I . Sec Road - I Sec Frontage village HYANNIS Fire District HYANNIS Town sewer exists at this address No I Road Index 0522 � I Asbuilt Septic Scan: Interactive k y.�Nu 292080_1 Map - Owner Info Owner NETTO,AUGUSTO � Co-owner Streets 1.17 UNCLE AL'S WAY Street2 City JHYANNIS State rMA I Zip02601 Country Land Info Acres 18 use ISingle Fam MDL-01 ( Zoning JRB Nghbd 0104��._ . Topography I Road Utilities I Location • Construction Info ......... ............ Building 1 of 1 Year 1956 Roof Gable/Hi Ext Wood Shin le • Built ��� Struct� p Wall g Living 1538 I Roof Asph/F Gis/Cmp AC,None Area Cover TypeInt �; � �' Bed Style Ranch �. Wall Drywal—1 Rooms F Bedrooms , Int Bath :1 ` Model Residential Floor Hardwood Rooms f2 Full-0 Half Total Grade AVefage �� Type Hot Alr Rooms ROomS k. : x Stories�1 Story Heat " ���Found- I ry �� Fuel Gas ation Conc. Block Gross 2458 ' Area Permit History http://issgl2/iiitranet/propdata/ParcelDetail.aspx?ID=22950 8/14/2015 . ., Aarcel Detail Page 2 of 3 Issue Date Purpose Permit# Amount Insp Date Comments 12/31/2013 Remodel 201309388 $7,500 6/30/2014 ADD BTH-NW WINDS- 12:00:00 AM SIDING-ROOF Visit History Date Who Purpose 1/9/2015 12:00:00 AM Robin Benjamin Bldg Permit Completed 7/22/2002 12:00:00 AM Paul Talbot Meas/Est 10/15/1987 12:00:00 AM ML Meas/Listed-Interior Access Sales History Line Sale Date Owner Book/Page Sale Price 1 6/20/2013 NETTO,AUGUSTO 27476/315 $132,000 2 2/29/2000 FROSTHOLM, STEPHEN H SR&MARGARET F 12855/207 $105,000 3 12/30/1985 FROSTHOLM, STEPHEN JR&JILL P1315-El $1 4 4/22/1983 1 PLUNKETT,ANDREA L 3721/286 1 $0 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2015 $105,000 $13,700 $1,300 $63,600 $183,600 2 2014 $105,000 $13,700 $1,300 $63,600 $183,600 3 2013 $105,000 $13,700 $1,400 $63,600 $183,700 4 2012 $105,000 $13,700 $1,200 $63,600 $183,500 5 2011 $124,200 $0 $800 $63,600 $188,600 6 2010 $124,100 $0 $800 $97,900 $222,800 7 2009 $123,900 $0 $400 $121,000 $245,300 8 2008 $144,300 $0 $400 $126,100 $270,800 10 2007 $143,900 $0 . $400 $126,100 $270,400 11 2006 $121,100 $0 $400 $127,300 $248,800 12 2005 $109,600 $0 $400 $112,500 $222,500 13 2004 $90,700 $0 $400 $56,200 $147,300 14 2003 $88,200 $0 $400 $25,800 $114,400 15 2002 $88,200 $0 $400 $25,800 $114,400 16 2001 $88,200 $0 $400 $25,800 $114,400 17 2000 $64,400 $0 $200 $15,900 $80,500 18 1999 $64,400 $0 $200 $15,900 $80,500 19 1998 $64,400 $0 $200 $15,900 $80,500 20 1997 $58,300 $0 $0 $15,900 $74,900 21 1996 $58,300 $0 $0 $15,900 $74,900 22 1995 $58,300 $0 $0 $15,900 $74,900 23 1994 $53,300 $0 $0 $19,100 $73,100 24 1993 $53,300 $0 $0 $19,100 $73,100 25 1992 $60,600 $0 $0 $21,300 $82,700 26 1991 $81,200 $0 $0 $36,500 $118,400 27 1990 $81,200 $0 $0 $36,500 $118,400 28 1989 . $81,200 $0 $0 $36,500 $118,400 29 1988 $50,700 $0 $0 $13,400 $64,100 30 1987 $50,700 $0 $0 $13,400 $64,100 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=22950 8/14/2015 .0 a Map Page 1 of 2 Town of Barnstable Geographic Information System New search I Home Help Parcel Custom Ma Abutters Map size zoom out fi I I I I I I I I In viewer I 293MI - 202080 N 379 2a489i Map: 292 Parcel: 080 Full E Property 292304 't - Location: 379 FALMOUTH ROAD/RTE 28- Info ' ,N•4 Y Owner: NETTO,AUGUSTO Location Information. Map&Parcel 292080 292308- Location 379 FALMOUTH ROAD/RTE 28 Ny g 10 Acreage 0.18 acres 1121 Fe Current Owner Mailing Address NETTO,AUGUSTO 17 UNCLE AL'S WAY HYANNIS,MA 02601 Set Scale V= 53 Aerial Photos I MAP DISCLAIMER pp,�rrrt Copyright 2005-2010 Town of Bamstable,MA All rights reserved.Send qu85 i NR dp r'RAynr %to GIS$13,700 BarnstableMA v1.2.5494[Production] Out Buildings $1,300 Land $63,600 Buildings $105,000 Total Appraised $183,600 Assessed value(FY 2015) Extra Features $13,700 Out Buildings $1,300 Land $63,600 Buildings $105,000 Total Assessed $183,600 Construction Detail Style Ranch Model Residential Grade Average Stories 1 Story Exterior Wall Wood Shingle Roof Structure Gable/Hip Roof Cover Asph/F GIs/Cmp Interior Wall Drywall Interior Floor Hardwood Heat Fuel Gas Heat Type Hot Air AC Type None Number of 3 Bedrooms Bedrooms ^ „ Number of 1 Full Bathrooms Total Rooms 6 Rooms Living Area 1538 Replacement Cost $129,607 Year Built 1956 Depreciation 19 . Building Sketches http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=292080 8/14/2015 ( ACC) DATE MMIDDIYYYY)CERTIFICATE OF LIABILITY INSURANCE 8/3/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Christian Barber CIC FA The Oceanside Insurance Group alCONNoEXt• (508)775-0500 A/CNo:(508)790-7955 E-MAIL ADDRESS: 52 West Main Street INSURER(S)AFFORDING COVERAGE NAIC# Hyannis MA 02601 INSURERA:COMMerce Insurance INSURED INSURER B Associated Employers Ins CO Charles Whitcomb III INSURER C: 76 Aunt Sophie's Road INSURER D: INSURER E: Brewster MA 02631 INSURER F: COVERAGES CERTIFICATE NUMBER-CL14103003532 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR - POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMIDDIYYYY MMIDD/YYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED A CLAIMS-MADE ❑X OCCUR PREM SES Ea occurrence) ccurrence $ 100,000 BGKYGM 10/28/2014 10/28/2015 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 M'OTHER: L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PRO ❑JECT LOC PRODUCTS-COMP/OPAGG $ 2,000,00$ AUTOMOBILE LIABILITY (C MBINEn SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTEI ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? ❑.N/A B (Mandatory in NH) WCC-500-5013992-2014A 10/28/2014 10/28/2015 E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION whitcombremodeling@gmail.c SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Alan S. W. Reed THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 30 Elliot Rd ACCORDANCE WITH THE POLICY PROVISIONS. Centerville, MA 02632 AUTHORIZED REPRESENTATIVE C Murray CIC/MCA m ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 nmamt tio a: -. S fie./O �00 etc .• 4J 1 0 `O 9,9 60 . 0 5I •# o J ^ +z o 0 20•t 0 L O T I GAR 1200 S.F. /0.00.B, ., .;. //J. 00,x. Y. F. TOWN OF BARNSTABLE ZONING BY-LAW DATED SEPT. 14. 1989 ZONE RB I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL SETBACKS KNOWLEDGE. INFORMATION AND BELIEF THE DWELLING FRONT - 20' SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS SIDE - /0' OF THE ZONING BY-LAW FOR THE RB DISTRICT. REAR - l0' f . PROPERTY LINES SHOWN HEREON { i , WERE COMPILED FROM AVAILABLE ' PLANS OF RECORD AND DO NOT REPRESENT AN ACTUAL SURVEY ON THE GROUND. THE DWELLING DEPICTED ON THIS 10.1231 -PLOT PLAN PLAN WAS LOCATED ON THE GROUND 'IN . BY SURVEY ON OCT. I8, 1996 AND BARNSTABLE, MASS.. EXISTS'AS SHOWN AS OF THE DATE OF LOCATION. SCALE: I '-40' OCT. 22. 1996' THIS PLAN IS FOR PLOT PLAN EAGLE SURVEYING a ENGINEERING.INC. PURPOSES ONLY AND NOT FOR 923 Route BA RECORDING. DEED DESCRIPTIONS. Yarmouthport. MA. 02675 OR ESTABLISHING PROPERTY LINES. (508) 362-8132 . (508) 432-5333 THIS PLAN IS VOID IF NOT -` STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT NO. 96-355 i ` Boise cascade Double 1-3/4" x 11-114" VERSA-LAM® 2.0 3100 SP Floor Beam\F1301 Dry 12 spans I No cantilevers 1 0/12 slope August 17, 2015 07:49:47 BC CALCO Design Report F . Build 4137 File Name: C Whitcomb Reed Job Name: Alan Reed Description: Designs\FB01 Address: 30 Elliot Road Specifier: JM City, State, Zip: Centerville, MA Designer: Customer: Charles Whitcomb Company: SHEPLEY WOOD PRODUCTS Code reports: ESR-1040 Misc: I r F BO B1 B1 09-00-00 B2 Total Horizontal Product Length=18-00-00 Reaction Summary (Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 26" 273/23 1,066/0 1,987/0 B1, 5-1/4" 460/0 1,959/0 3,491 /0 B2, 26" 273/23 1,066/0 1,987/0 i Live' Dead Snow Wind. Roof Live Trib. Load Summary r Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(lb/ft^2) L 00-00-00 18-00-00 40 10 01-04-00 2 Unf. Area (lb/ft"2) L 00-00-00 18-00-00 15 30 13-06-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 2,346 ft-Ibs 10.6% 115% 5 13-02-05 Neg. Moment -3,758 ft-Ibs 17% 115% 6' 09-00-00 End Shear 1,090 Ibs 12.7% 115% 4 03-01-04 Cont. Shear 1,994 Ibs 23.2% 115% 6 10=01-14 Total Load Defl. U999 (0.02") n/a n/a 5 12-10-07 Live Load Defl. U999 (0.014") n/a n/a 20 12-09-05 Total Neg. Defl. L/999(-0.001") n/a n/a 8 . 09-06-10 • .. Max Defl. 0.02" n/a n/a 5 12-10-07 Span/Depth 7.4 n/a n/a 0 00-00-00 3 ,w Distributed Load(BO) 621 Ib/ft 2% •100% 0 • .n/a Distributed Load(B2) 621 Ib/ft 2% 100% 0 n/a Concentrated Load(BO) -0 lbs n/a . 100% 0 n/a Concentrated Load(B2) -0 Ibs n/a 100% 0 n/a s %Allow %Allow e ' Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 26"x 3-1/2" 3,053 Ibs ' n/a, 4.5% Unspecified B1 Post 5-1/4"x 3-1/2" 5,450 Ibs n/a 39.5% Unspecified M B2 Wall/Plate 26"x 3-1/2" 3,053 Ibs ` n/a 4.5% Unspecified Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: TrussLok(tm) Page 1 of 2 ®Boise cascade Double 1-3/4" x 11-1/4" VERSA-LAM® 2.0 3100 3P Floor Beam\F1301 Dry 2 spans' No cantilevers 1 0/12 slope August 17, 2015 07:49:47 BC CALCO Design Report = Build 4137 File Name: C Whitcomb Reed - Job Name: Alan Reed Description: Designs\FB01 ' Address: 30 Elliot Road Specifier:, > JM City, State, Zip: Centerville, MA Designer. Customer: Charles Whitcomb Company: SHEPLEY WOOD PRODUCTS Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d — Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based c on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with e k. current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 2" c= 7-1/4" (800)232-0788 before installation. b minimum =4" d=24" e minimum = 1" BC CALCO,BC FRAMER@,AJSTM, ALLJOISTO„BC RIM BOARDTM,BCIO, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. BOISE GLULAMT^" SIMPLE FRAMING All TrussLok screws may be installed from one side of multiply Versa-Lam beams. SYSTEM®,VERSA-LAM@,VERSA-RIM. Member has no side loads. PLUS@,VERSA-RIM@,VERSA-STRAND@,VERSA-STUDO are Connectors are: FMTSL338 trademarks of Boise Cascade Wood Products L.L.C. f l ®Boise cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1RB01 Dry 2 spans No cantilevers 1 0/12 slope August 17, 2015 07:49:48 BC CALCO Design Report Build 4137 File Name: BC CALC Project Job Name: Alan Reed Description: RIDGE Address: 30 Elliot Road Specifier: JM 'City, State, Zip: Centerville, MA Designer: Customer: Charles Whitcomb Company: SHEPLEY WOOD PRODUCTS Code reports: ESR-1040 Misc: �o 12 i I I 1 i r• . - r. d BO 14-00-00 14-00-00 B1 — - 62 Total Horizontal Product Length=28-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,076/0 2,184/0 B1, 5-1/4" 3,435/0 6,455/0 B2, 3-1/2" 1,076/0 21184/0 ,t Live Dead Snow. Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(lb/ft"2) L 00-00-00 28-00-00 15 30 12-06-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 8,516 ft-Ibs 34.8% 115% T 05-07-06 Neg. Moment -13,619 ft-Ibs 55.7% 115% 9 14-00-00 End Shear 2,524 Ibs 27.8% 1150/. 7 01-03-06 Cont. Shear 4,251 Ibs 46.8% 115%. 9, 12-09-08 Total Load Defl. U684 (0.242") 26.3% n/a 7 06-03-04 Live Load Defl. U954(0.173") 25.1% n/a 10 06-05-01 Total Neg. Defl. U999 (-0.009") n/a n/a 7 15-00-11 Max Defl. 0.242" 24.2% n/a 7 06-03-04 Span/Depth 13.9 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 3,260 Ibs n/a 35.5% Unspecified 61 Post 5-1/4"x 3-1/2" 9,890 Ibs n/a r 71.8% Unspecified B2 Post 3-1/2"x 3-1/2" 3,260 Ibs n/a 35.5% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that,ponding instability - will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Pagel of 2 ®Boise cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1RB01 Dry 2 spans No cantilevers 1 0/12 slope August 17, 2015 07:49:48 BC CALCO Design Report Build 4137 File Name: BC CALC Project . Job Name: Alan Reed Description: RIDGE Address: 30 Elliot Road Specifier: JM 'City, State, Zip: Centerville, MA Designer: Customer: Charles Whitcomb Company: SHEPLEY WOOD PRODUCTS Code reports: ESR-1040 Misc: Design meets Code minimum (L/180)Total load deflection criteria. Disclosure Design meets Code minimum (L/240) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum total load deflection criteria. be verified by anyone who would rely on Calculations assume Member is Fully Braced. output as evidence of suitability for particular application.Output here based Design based on Dry Service Condition. on building code-accepted design Deflections less than 1/8"were ignored in the results. properties and analysis methods. Fastener Manufacturer: TrussLok(tm) Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Connection Diagram building codes.To obtain Installation Guide b d or ask questions,please call (800)232-0788 before installation. e • • • BC CALCO,BC FRAMER@,AJSTm c BOISEISTID,BC GLULAMTRI SIMPLE DFRAMINiGG • t—• • SYSTEMO,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, e , ` VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. a minimum =2" c= 7-7/8" b minimum =4" d =24" e minimum= 1" All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams.All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are: FMTSL338 • i T Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAW 2.0.3100 SP Roof Beam1RB02 Dry 12 spans No cantilevers 1 0/1.2 slope August 17, 2015 07:49:48 BC CALCO Design Report Build 4137 t .File Name: BC CALC Project Job Name: Alan Reed Description: BEAM SUPPORTING ROOF AT SHED Address: 30 Elliot Road Specifier: JM City, State, Zip: Centerville, MA Designer: Customer: Charles Whitcomb Company: 'SHEPLEY WOOD PRODUCTS Code reports: ESR-1040 Misc: 12 I 12 -41 I I I I I i t I I ' _ F LL . e BO 14-00-00 131 1 14-00-00 B2 Total Horizontal Product Length=28-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead. Snow Wind Roof Live BO, 3-1/2" 156/22 895/0 1,529/0 B1, 3-1/2" 430/0 2,855/0 4,519/0 B2, 3-1/2" 156/22 895/0 - 1,529/0 Live Dead Snow ,Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100%' 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00 28-00-00 15 30 08-09-00 2 Unf.Area (lb/ft^2) L 00-00-00 28-00-00 10 10 •02-06-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 6,310 ft-Ibs 39.3% 115% 10 05-07-12 Neg. Moment -10,155 ft-Ibs 63.3% 115% 12 14-00-00 End Shear 1,959 Ibs 27% 115% 10.. 01-01-00 Cont. Shear 3,285 Ibs 45.2% 1,15% 12 - 13-00-12 Total Load Defl. U475(0.348") 50.5% n/a 10. 06-03-11 Live Load Defl. L/698 (0.237") 51.6% n/a 25 06-05-08 ' Total Neg. Defl. U999 (-0.011") n/a n/a 11 13-00-12 Max Defl. 0.348" 34.8% n/a 10 06-03-11 Span/Depth 17.4 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 2,423 Ibs n/a '26.4% Unspecified B1 Post 3-1/2"x 3-1/2".. 7,374 Ibs n/a 80.3% Unspecified B2 Post 3-1/2"x 3-1/2" 2,423 Ibs n/a 26.4% Unspecified Cautions For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not occur. §, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Page 1 of 2 ®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam1RB02 Dry 2 spans No cantilevers 1 0/12 slope August 17, 2015 07:49:48 BC CALCO Design Report Build 4137 File Name: BC CALC Project Job Name: Alan Reed Description: BEAM SUPPORTING ROOF AT SHED Address: 30 Elliot Road Specifier: JM City, State, Zip: Centerville, MA Designer: Customer: Charles Whitcomb Company: SHEPLEY WOOD PRODUCTS Code reports: ESR-1040 Misc: Design meets User specified (L/240)Total load deflection criteria. Disclosure Design meets User specified (L/360) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum total load deflection criteria. be verified by anyone who would rely on Calculations assume Member is Fully Braced. output as evidence of suitability for Design based on Dry Service Condition. on building cular oode-accepted desiut gn based Deflections less than 1/8"were ignored in the results. properties and analysis methods. Fastener Manufacturer: TrussLok(tm) Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable Connection Diagram building codes.To obtain Installation Guide s�! b d _ or ask questions,please call L (800)232-0788 before installation. a • • • BC CALCO,BC FRAMER®,AJSTM c ALLJOISTO,BC RIM BOARDTM,BCIO, BOISE GLULAMT"^ SIMPLE FRAMING • • • SYSTEM®,VERSA-LAMO,VERSA-RIM PLUSO,VERSA-RIMO, VERSA-STRAND@,VERSA-STUD@ are e trademarks of Boise Cascade Wood Products L.L.C. a minimum =2" c= 5-1/2" b minimum =4" d =24" e minimum = 1" Calculated Side Load = 50.0 Ib/ft All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMTSL338 AW-Guide to Wood Coristru on k High Mnd Areas:110 inph Mind Zone Massachusetts Checklist for Coinpance (78o L-MIZ5301:2.1.1)' - ,: . Check . - - 1.1 SCOPE - Wind Speed(3-sam gust).___ _......_.....:_._...:.....:. ...110 mph Wind Exposure Category........».............»_ . . ___.. ._.»......---.._........»...._.»................................. .:...B Wind Expmun:Category................Engineering,Required For Entire Project......................................C -� 12 APPLICABILITY Number of Stories(a roof which exceeds 8 In 12 slope shall be considered a story) Z stories s 2 stories Roof Piton. »(Fig 2) . ...................... t 2- 512:12 Mean Roof Height_..»...�........._._.»_._.».»._- „...(Flg 2)».„.». ....._:._.............._.»_12 ft s 33' �- Building Width,W»..».-...»_.._...»._......:»..._...:»._... _(Flg 3)_ _.»-----------..._..........._...._: oft s 80' �- BuldingLength,L .:....___.. ...._._..........».......»... ......_(Flg 3)..-.-_._.... ......... .--._. ... ZS ft s 80' Building Aspect Ratio(L/W)......... .....»........ .».»..._.»(Fg 4). .»__.......:..».---.. ..»..'-.I zS'S 3:1 No . Nominal Height of Tallest O 1.3 FRAMING CONNECTIONS General.compliance with framing oannections.....__._...._.(Table 2).........._................... ..»....--»......„.._..».... ✓ Zi FOUNDATION , Foundation Walls meeting requirements of 780 CMR 5404.1 Concrate...........................:.......................:................. �bj 4-; Concrete Masonry.........._»._ •--_. ........ ........_..»....._..._. �.�...:..... .._.»»..- ._.:_.• - .. 22 ANCHORAGE TO FOUNDATION1a 5/8'Anchor Bolsdmbedded or 518'Proprietary Mechanical Anchors as an altemative in concrete only SoftSp4cin�q-general.................. ......:.... .(fable4j.. .. ......- - •.... ��1n. .... ---- ......._» ..... ..... _.... Bolt Spacing from endloint of plate .{Flg 5)..__...»......:......._......_.�( _in.s Be-12'. �T- Bolt Embedment-concrete._...„.. »..»»..:.»....._...(Flg 5). „.._....»_...._»...... ..... .Z In.?:r 717- Bolt Embedment-masonry ..................»._.........-(Fig 5)_».:......t_.:.........:.......... .. NIA -►T PlateWasher......._..._......»...._...._._-------»...»._....»...{Flg 5) ----------_-----._....... 3.1 FLOORS Floorf arcing member spans checked ..-...... _...(per 780 CMR Chapter 55).... N1 »..•.,.- �J Maximum Floor Opening Qimansion....:._:.................».......(Flg 6).........._._...... .. _ft s 12' ..... ..... ..... Full Height Wall Studs at Floor O enin s less than 21 from Exterior Wall Og 6 ...................... 7 Mludmum Floor Joist Setbacks / Supporting Loadbearing Waifs or Shearwall..•.--..„...._ r t/ Maximum Cantllevered Floor Joists L a Supportinb Loadbeadng Wds•or Shearwall...._.........(Mg 8)_........:._....»....».:.:. ... ...-ft s d .._..._... FloorBracng at Endwals»„......_.........._...._...._....».....».(F39 9}-.._..__----.....»................... _ ..._.....»...._. _ �` er 780 CMR Chapter 55 . Floor Sheathing Type ....__..».._...........:_..._.....».-........_(p P }--.......:._» __.».......... Floor Sheathing Thickness .....:...»{per780 CMR Chapter 55), in. »........».»......._.._......».. ............. ..»... Floor Sheathing Fqsfening_........................_.........._..... (Table 2)-•_d nags at in edge/_in field -y` 4.1 WALLS Wall Height , Loadbearing wags ..,........ _ .»(Fig 10 and Table 5)_......... _. ft s 1 D' ✓ Non-Loedbearing walls „..:... .(Fig 10 and Table 5)................... � .-12 ft's 20' 7 Wall Stud Spacing ».»._:........(Fig 10 and Table 5)............... .I_6p in.s 24'o.c. Wag Story Offsets ... .. ..... »....(Figs 7&8)_ .............. .........__.. O ft s d � 42 O(TERIOR•WALLS'3 . . I, ; Wood Studs Loadbeariag wail$......................................... (fable � .2x 0 ft b in Non4Loa0eating wa1Ls (Table 5 ......2x Gable End Wag Bracing' Full Helght Endwall Studs...__....»._»..» _._._..... .(Fig 10) .» _ WSP•Attb Floor Length._-_-._... _ '.....-._.._.....(Fig 11)S S. 91 L "ft kW/3 'Gypsum Calling Length(If WSP not used)...._........_.4Flg 11)»...._........». ......! ._.. _ft t 0.91 .»» and 2 x 4 Cbntinuous Lateral Brace @ 6 ft o.c...(Fig 11)....:.................................____..... ._,..» / or 1 z 3 ceiling(luring strips Q 16'spacing min.with 2 x 4 blocking(�4 ft.spacing in end Joist or truss baysT/ Double Top Plate Splice Length ..__»........:.»...»_..._.._...._._...:.__(Fig 13 and Table 6)...»............_._..»_._....S ft . Spike Connection(no.of 15d common nails)........_....(Table 6)................................................... AWC Guide to Wood Construction iri Higli Wind Areas: 110 nrph 11'ind Zone Massachusetts Checklist_ for Compliance(7so cmRs3o1.2.1.1) Loadbearing Wall Connections J - Lateral(no.of 15d common nails)............................(Tables 7)............_v..' Z Z.•.........__.. Z . Non4madbearing Wall Connections Lateral(no.of 16d common nails)_.............__-.......__(Table B)._.....__..... Load Bearing Wall openings(record largest opening but check all openings for corripdance to Table 9) Header Spans ........:....._.....__.............._..............(Table 9)......................... ft-'i--in.s 11 Sill Plate Spans (Table 9)_..._........_... ... ft in.s 11' ........._._........._....._........_.__........ .._........ 71 Full Height Studs no.g ( of surds)_.._ ._.._.._.._. ........._..(fable 9)................-----_..........___......___ — Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ...... .............. .._.._................_.._..___. able g 3 ft&In.s 1Z' ✓ Sill P (Table 9)..........:..._..............._. ft o in.s 12' �/ Pa _.__--•_---...._..............._......_..-.--.. Full Height Studs(no.of studs)..._....._......._...:_.._....(Table 9)........_........... 2 v Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously'. . Minimum Budding Dimension,W ote 4 3:S1.4aR..... .!?!?:°..k..Pd�'.� Nominal Height of Tallest Opennng2 ......... ......._..........._......_ ........ ... .... .. _ Sheathing Type.............._....................... � ) Edge Nail Spacing......... �- ' Feld Nail Spacing ...(Table 1D).... in. Shear Connection(no.of 16d common nails)(Table 10)....— _...:............_......._....---.....-. Z Percent Full-Flelght Sheathing...__:_.......:_.(Table 10)......_........._...I......_......_.............. 59R Additional Sheathing for Wall with Opening>6'8'(Design Concepts)._...._-----11AAA.�, Maximum Budding Dimension L s6B Nominal Height of Tallest 0 enin 9 P �...........................................................f less ........_._ Sheathing Type..._..........._...__.._._......_._...(note 4)u�!P.4 Sr.C4� �; tt;.p A�? .F T ry Edge Nail Spacing...»_..._..__......__.._._....(Table 11 or note 4 I )....._......_......... 3 in. Feld Nall Sparing---...----.......__._.... .....(Table 11)......... in• - Shear Connection(no.of 16d common nails)(Table 11)........................._......_._.;......... ..... Z Percent Full-Height Sheathing_._.;__.._....._(Fable11)..._.....------__.......__.:._�._.._c_� 9� 5%Additional Sheathing for Wall with'Opening>6'8'(Design Concepts).._._. -::.• V Wall Cladding / Ratedfor Wind Speed7.:...._._....__......_._..__........_................................__..._._......__..__._._._........_ �/ 5.1 ROOFS Roof framing member spans chedced7..........:_.__.....(For Ratters use f1WC Span Tool,see BBRS Websife) Roof Overhang ............................................. ..(Figure 19)............. ft s smaller of 2:or U3 ✓ Truss or Rafter Connections at Loadbearing Wads Proprietary Connectors plf ✓/ (Table 12)..It!tIJ_Rot�r�,•._...._..._...:..0 Lateral...... _._..........(Table l2)_.._..........._....._._...._..........L=1 plf _j_ Shear._.__....»..._....._................_.(Table 12)............._..............__.:._.._..S=�Ptf. Ridge Strap Connections,if collar ties not lised per page 21...(Table 13).C.0. .T1. S T= pit . Gable Rake Outlooker.................:..............._..._(Figure 20).............Q ft s smaller of 2'or L2 Truss or Rafter Connections at Non-Loadbearing Walls' Proprietary Connectors Uplift_.._._..................._._.�.......(Table 14)......................---..........:....._.u=N I p lb. � Lateral(no.of 16d common nails)_.(Table 14)......................................L= Ib. . Roof Sheathing Type_........_._.:......._........_...............(per 780 CMR Chapters 58 and 59).lfZ_..... / Roof Sheathing Thickness.............._._.._..._.__... __.........._.__....- --.._......... .in.>_7/16'WSP Roof Sheathing Fastening. _........... .._... ....... :(Table 2)_...... Notes: •1. . This checklist shad be met In its entirety, excluding the specific exception noted In 2,to comply with the requirements of 7110 CMR.5301.Z1.1 Item 1.If the chwJdlst is met in its entirety then the following metal straps and hold downs art not required per they WFCM 110 mph Guide: _ a. Steel Straps per Figure 5 b. 2b Gage Soaps per Figure 11 rz U lift 5 per Figure 14 • P �P . d Figure 17 e Straps .. Ad ps Psi . Comer Stud Hold Downs per Figure 16a and Figure 1Bb 2 'Exception:Opening heights of up to B fL shad be permitted when 5%Is added to the percent f"eight sheathing 'requirements shown in Tables 10 and 11. ure treated� rade. ' 3. The bottom sill plate in exterior walls shad be a minimum 2 in.nominal thickness press -g . I AWC Guide to Wood Construction M Hio h u Hind Areas. 110 mph Whzd Zone - Massachusetts Cheddist for Compliance(780 CniR5101.2J.-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 7116"and be installed as follows: ."'e L Panels shall be installed with stmngth axis parallel to studs. H. All horizontal joints shall occur over and be nailed to framing. GL 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 nall spacing at double top plates,band joists,and girders shall be a double row of ad staggered at 3 Inches on center per figures below:Vertical and Horimntal Nailing for Panel Attachment S. Glazing prfltection:a)new house or horizontal addition required If project is 1 mile or closer to shore(generally,south of Rts.ZB or north of Rte.6) b)vertical addition—not.requlmd unless there Is•extensive renovation to the first7fIoor c)replacement'Wdows needs energy conservation compliance only(chap 93). ' 6.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure 8 may be obtained from the American,Wood Council (AWC)website. i`. , „ T . W ftTMrDGEflEj ON - �LIA • -- - J1TE�t ---t� .. . a �i '•1 - 1.1 t t If i I P.. 11 i►.� t 1 t .r ' t } it is ID ti 1i It t fig I CL e AI . ( TE , u t tt • - .tea It ¢ i� 1 � g ,, .r �, • 1 : � �._.yg, . rE r r• 1 Dod19d Ei�rE. , STJIGC$M NAJi,SPAC�Jt' T,IMLP�718iN ' }• �- PAOL EDGE L" RouKEW1.a=E5PAG7IG DE1RL c See Decal on Next Page r Detail ■ Vertical and Horizonial Nailing Vertical End Horizontal Nailing for Panel Attachment for Pane!Attachment i Y � � y _ ' I ,�. `i. .F � C `r ri 4. , co 9 O q cv ' . o sI •t: _ O O O 1 t,7, 20' sh L O T l GAR �) r 11200 t S.F. o � s3 i /0.0p ,. 003. n s 4.` sf 3a :r g TOWN OF BARNSTABLE ZONING ` BY-LAW DATED SEPT. 14. 1969ZONE RB I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL SETBACKS KNOWLEDGE. 1 NFORMAT I ON AND BELIEF THE DWELLING FRONT - 20' , SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS SIDE - l0' OF THE ZONING BY-LAW FOR THE.RB DISTRICT. REAR - :10' `H OfIs M PROPERTY LINES SHOWN .HEREON �� FR NK WERE COMPILED FROM AVAILABLE WHITING PLANS OF RECORD AND DO NOT , No.29869 Q ;t 0 REPRESENT AN ACTUAL SURVEY ISTEaN��@y``�' ON THE GROUND. . GItr' 3 THE DWELLING DEPICTED ON THIS 1e�2 PLOT PLAN : PLAN WAS LOCATED ON THE GROUND. IN BY SURVEY ON OCT. 18. 1996 AND EXISTS AS SHOWN AS OF THE DATE BARNSTABLE. MASS. OF LOCATION. SCALE: I'-40' OCT. 22. 1996 THIS PLAN IS FOR PLOT PLAN EAGLE SIIRYEYING a ENGINEERING.mc. PURPOSES ONLY AND NOT FOR ' 923 Route 6A - RECORDING. DEED DESCRIPTIONS. Yarmovthport. HA. 02675 ifs OR ESTABLISHING PROPERTY LINES. (508) 362-8132 `. (508) 432-5353 # `' THIS PLAN IS VOID 1F NOT STAMPED AND SIGNED 1N RED. 0 20 40 80 PROJECT NO. 96-355 a • _. •6-/O I �; / IDZ i Y oL 'F-5 u 4.3, 3'10' I V i i W � o � r , 0 'ZCl i e fk e - K, It " m I 6 r, D f it °o t 02 Q yy Z • „ P ' o L I I o I O I - • y t / ,tip �I I I �� m s° i y o V W = � � a i t � _ IV \I j _... ° p V 2 u yno boon I el. Q e- - . .. _ a � Z ------------- IL Ir 2 \I p� 0.02 --•{II 1 r The variance is granted because the area surrounding this property contains homes of similar or larger size. It is the opinion of the Board of Health that the construction of one additional septic system in conformance with Title 5 and all other Health Regulations will not alter the quality of the groundwater in the area. Sincerely yours, J seph C. Snow, M.D. cting Chairman Board of Health Town of Barnstable JCS/bcs romanO r I TOWN OF BARNSTABLE OF,THE T� OFFICE OF Z BAHarr'TABL : BOARD OF HEALTH .� MAS& p . °o 039. �� 367 MAIN STREET MAY k HYANNIS, MASS.02601 April 24, 1995 Edith Romano 78-6 South Quinsigamond Avenue Shrewsbury, MA 01545 RE: Assessor's Map 248',Parcel 170 `.F Elliott Road, Centerville DWCP Application Filed March 24, 1995 Dear Ms. Romano: You are granted a variance from the Board of Health Regulation which limits sewage flows to 330 gallons per acre per day within certain zones of contribution to public water supply wells. The variance will allow you to install an onsite sewage disposal system at �i. Lot 1 Elliott Road, Centerville with the following conditions: ,5,!0' one hundred dollars $100 rior to obtaining J� (1) The applicant shall remit o ( ) P 1. approval of a disposal works construction permit at the Health Division Office. (2) The septic system shall be installed in strict accordance with the submitted plans dated July 2, 1987. (3) No more than two (2)bedrooms are authorized. Sewing rooms, study rooms, finished attics, sleeping lofts, and similar type rooms are considered as bedrooms according to DEP. (3) The dwelling shall be connected to Town water. . romano2 Parcel 76 Permit# _ /4 3 M Conservation Office(4th floor)(8:30-9:30/1:00- 2:0 `) -2 , Date Issued R 1 ® Board of Health-(3rd floor)(8:15 -9:30/1:00-4:45) wqld Engineering De t ' 3rd floor House# IKE Planning Dept.(1st floor/School Admin. Bldg.) .'SEPTEC SysBE Definitive Approved;bVPlanning Board 04kr,l "19 (a LED 1 M D o. CE P11cu4Lrll flf ON�4�iV?'AL TOWN Op BA�RNSTA �.. WN , E CODE AN® Building:Permit Application Project tr a ddress�� Village , F'—�; Owner Address'��'� Telephone F -221 k 3 T"7 Permit Request i 'First Floor square feet Second Floor P26 X ..2-U squa feet (� Estimated Project Cost $ d oo , o o o V W Zoning 4of ' Flood Plain Water Protection Lot SizeGrandfathered ? Zoning Authorization Recorded Current Use Proposed Use Construction Type &j Commercial Residential Dwelling Type: Single Family ✓ Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House Unfinished Old King's Highway rNumber of Baths No.of Bedrooms 1-1Z Total Room Count(not including baths) First Floor Heat Type and Fuel r-111q X G- Central Air Fireplaces / Garage: Detached Other Detached Structures: Pool Attached Barn None - — Sheds �f l" .q� Other Builder Information i"I r 61 Name n .�f.�/ ./< Yu-�Xi o Telephone Number c� Ua'P- I� Address License# 0 Pam/ a 7 Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1 SIGNATURE G — DATF4 BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) r FOR OFFICIAL USE ONLY PRMIT NO. - - DATE ISSUED _ MAP/.PARCEL NO. f AIRESS 1 VILLAGE { , 9 t y 3' t t . ! •. r j ` OWNER DATE OF INSPECTION.: FOUNDATION # t - y FRAME t INSULATION - - FIREPLACE r r ELECTRICAL: ROUGH i FINAL -- 1 PLUMBING: ROUGH ;,4 [ : FINAL GAS: ROUGH, `' FINAL FINAL BUILDING - ' t , j DATE CLOSED OUT Z. »; , ASSOCIATION PLAN�NO. ' r 20 FT. MIN. •TOP OF F8UN0. SOIL TEST EL.• fz W R MIN. DATE OF SOIL TEST 1-4-/1.4F, CONCRETE WITNESSED BY 2%.l COVERS 4- SCH. 40 PyC PIPE CLEAN SAND _ PERCOLATION RATE L_MULl INCH MIN. PITCH 1/6 PER FT. OBSERVATION HOLE I OBSERVATION HOLE 2 CONCRETE 4-CAST IRQM PPE I2 COVERS 2" LAYER OF ELEV- 507 ELEV.- (OR EOUALJ MIN. VS•-V2`WASHED MaO-uM M+464 PITCH 1/4 PER FT. STONE - {•V FLOW LINE _ t•cn�i yArJ)'�fA1ItL IO EL' 46.11 MIN. I EL' 41 qo 20 CaA4h! �A•+J EL- 48, EV 1•'IO LEVEL �+ . EL.• 41• D DISTEL'��1 BOX • •. WATER AT If r EL- 387 WATER AT EL.• BOX noO GALLON WASSHHEDISTONE %•:� • SEPTIC TANK P EL- 12 DESIGN CALCULATIONS PRECAST LEACHING NUMBER OF BEDROOMS 3. �• BASIN OR EQUIV. GARBAGE DISPOSAL UNIT' wu b 6!OIAM 3 TOTAL ESTIMATED FLOW SEWAGE DISPOSAL SYSTEM PROFILE I ' a t %110 GAL./BR./DAY` 3 SKI 3110 GAL./DAY REQUIRED SEPTIC TANK CAPACITY 49 S L.GA NOT TO SCALE ACTUAL SIZE OF SEPTIC TANK .ov0 GAL x _ BOTTOM OF TEST HOLE OR U303 PROBABLE WATER TABLE EL• 39.1 LEACHING AREA REQUIREMENTS OBSERVED WATER TABU I / / I EL- SIDEWALL AREA 2•Y $AL/S.E . I BOTTOM AREA +,ram GAL/SE LEACHING CAPACITY(BOTTOM.SIDEWAL.L) Al GAL. I Evv LEGEND/ e- 314x L^4•s'J)+0'14-b-(:-10 } EXISTING SPOT ELEVATION 00.O RESERVE LEACHING CAPACITY 410 CAL EXISTING CONTOUR—---00- 1 I --- FINAL SPOT ELEVATION m NOTES' �'--'--�' q FINAL CONTOUR A. 9 t c f LPU{LPh IOAI Q SOL TEST LOCATION 2 1. ALL WORKW NSNP AND MERIALS SHALL CONFORM TO 0,9.0.E. .4.�J d5 ' v TITLE S AND THE TOWN OF S," TQftX RULES AND 1D "qlr Bar_ t'a.e:6 UTILITY POLE -O- REGULATIONS FOR THE SUSSUJI TOWN WATER —Wr—W 2.ALLCOVE SS TO SANITARY U MALSL BEE BROUGHT TO _ fI t' 9f�� /C{{f '_+a'r;"a c/Alt(5�.(�aellile 13AY CATCH BASIN � �®I - WITHIN 12 OF FINISHED GRADE. -ft 1�' 1•�/OctC✓ •L.f' 3'q• 7 " 3.EXISTING AND FNAL GRADES SMALL REMAIN ESSENTIALLY THE SAME. �U O 1 /! 000f 4.ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE • / /. C.JP2.11a••14G.. yW IZQr?w:CC✓ OF WITHSTANDING M-10 LOADING UNLESS THEY ARE UNDER OR n F _ !fir• To WITHIN IO FT OF DRIVES OR PARKING AREAS H-20 LOADING MN.FRONT SETBACK 70 SHALL BE USED UNDER OR WITHIN 10 FT OF DRIVES OR PARKING. R' MN REAR SETBACK 'o' S ANY MASONARY UNITS USED TO BRING COVERS TO GRADE _ 1 i r MN SIlk SETBACK /r?' SHAH BE MORTARED IN PLACE. ;) "�"�•r w -�_,.. %Z 6.NO DETERMINATpN HAS BEEN MADE AS TO COMPLIANCE WITH ( «.w p I 0 D 0�1 ••,,.; r'!r, DEEDED OR ZONING REGULATIONS.OWNER/APPLK:ANT IS TO ti fM ^I 1A� : .k , OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. c' ,1, A\ N i !\1 .,. S Y� ;` ,,:: r•\/t :APPROVED: BOARD OF HEALTH ", � _.�� 1toA�V'--" •I DATE AGENT PI LwAnow ' r I,O 1�� 1 vW t r CN �2YII.VG MG�fi Mq,y � •���_.�'"-� - � �- m 11 rsF �j3 ��E � � 1�I•��MgN QC� MA�� ng'oB rimer-.K CJ-I l✓Ia,M-a '�k.- L p EVY, ELDREDGE,B WAG/VER ASSOC PVC r I OF �TLH II j 40 to 1�/J i ENGINEERS.LANDSCAPE ARI'IS -� PLANNERS-LAND SURVEYORS «r,�jy S' , -40•pp L064S L,u:r� �� l c�r-u S 889 WEST MAIN STREET ,{ '- `" ••aaSy„c o 4 ' CENTERVI LLE.MA 02632 / W . I ScQl.e I••2v' tXwN,9K(rib♦I 1-1.8,7 LOCATION MAP �M0 I Z 9 Z SHEET I OF I r` ;i�g l fix' d'.r..''"`,,.'.r ;' :' .' 3 '„.,t ? .5 'l� a, ",t�vv-'++'w3i'•`` -'r'+?hW''44,�-v' �4..��;,� 'UM�,{`L)wa w, `Fl ,me>~: ',:pn` `a�"`np,,�".t#01Z'ft9A 04 'th . 5 II.R3nCe C6mPine6 AMERICAN MANUFACTURERS MUTUAL INSURANCE COMPANY Home Office: Long Grove, IL 60049 POWER. OF ATTORNEY Know All Men By These Presents: That the American Manufacturers Mutual Insurance Company, a corporation organized and existing under the laws of the State of Illinois, and having its principal office in Long Grove, Illinois, does hereby appoint } Sumner W. Herman, John J. Kelly and Gail C. Brouillette of Worcester, Massachusetts (EACH) • ^^••^^^ ••^ its true and lawful agent(s) and attorneys)-in-fact, to make, execute, seal, and deliver during the period beginning with the date of issuance of this power and ending December 31, 1997, unless sooner revoked for and on its behalf as surety, and as its act and deed: Any and all bonds and undertakings provided the amount of no one bond or undertakinngg exceeds TWO HUNDRED FIFTY THOUSAND DOLLARS ($250,000.00) ^ ••^^^^^ ^ EXCEPTION: NO AUTHORITY is granted to make, execute, seal and deliver any bond or undertaking which guarantees the payment or collection of any promissory note, check, draft or letter of credit. This authority does not permit the same obligation to be split into two or more bonds in order to bring each such bond within the dollar limit of authority as set forth herein. This appointment may be revoked at any time by the American Manufacturers Mutual Insurance Company. The execution of such bonds and undertakings in pursuance of these presents shall be as binding upon :the said American Manufacturers Mutual Insurance Company as fully and amply to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly 'elected officers-'at-its principal office in Long. Grove, Illinois. THIS APPOINTMENT SHALL CEASE AND TERMINATE WITHOUT NOTICE AS OF DECEMBER 31, 1997.w' - This Power of Attorney is executed by authority of a resolution °adopted by the Executive Committee of the Board of Directors of said American Manufacturers Mutual Insurance Company on'February 23,r1988 ate Long Grove, Illinois, a true and"accurate copy of which is hereinafter set forth and is hereby certified to by the undersigned Secretary as being in full force and effect: "VOTED, That the Chairman of the Board, the President, or any Vice President, or their appointees designated in writing and filed with the Secretary, or the Secretary shall have the, power and authority to appoint agents and attorneys-in-fact, and to authorize them to execute on behalf of the Company, and attach the seal of the "Company thereto, bonds and undertakings, recognizences, "contracts of indemnity,and other writings, obligatory in the nature thereof, and any such officers of, the Company may appoint agents for acceptance of process." This Power r6f Attorney .is signed, sealed and certified. by facsimile. under and by authority of the .following resolution adopted by the,Executive Committee of the Board of Directors of the :Company at a meeting duly called and held on the 23rd day of February, 1988: "VOTED, That the signature of the Chairman of the Board, the President, any Vice President, or their appointees designated in"writing and filed with the Secretary, and the signature of the Secretary, the seal of the Company, and certifications by the Secretary,.may be affixed by facsimile on any power of attorney or bond executed pursuant to resolution adopted by the Executive Committee of the Board of Directors on February 23, 19a8 and any such power so .executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the Company." , In Testimony Whereof, the American Manufacturers Mutual- Insurance Company has caused this "instrument to be signed and its corporate seal to be affixed by its authorized .officers, this 09 day of June ,19 92. Attested and Certified: AMERICAN MANUFACTURERS MUTUAL INSURANCE COMPANY W. A. Grauzas, S c terry by J. S. Kemper, III, Exec.Vice President (OVER. STATE OF ILLINOIS SS COUNTY OF LAKE I, Irene Klewer, a Notary Public, do hereby certify that J. -S. Kemper, III and W. A. Grauzas personally known to me to be the same persons whose names are respectively as Exec. Vice President and Secretary of the American Manufacturers Mutual Insurance Company, a Corporation of the State of Illinois, subscribed to the foregoing instrument, appeared before me this day in person and severally acknowledged that they being thereunto duly authorized signed, sealed with the corporate seal and delivered the said instrument as the free and voluntary act of said corporation and as their own free and voluntary act for the uses and purposes therein set forth. My commission expires: 1-28-98 A,A A A A Irene Klewer, Notary Public 4 "OFFICIAL SEAL" ► 4 Irene Klewer ► 4 Notary Public,State of Illinois ► 4 My Commission Expires 1128128 ► CERTIFICATION I, N. J. Zarada, Secretary of -.'the American Manufacturers. Mutual Insurance Company, do hereby. certify that the attached Power of Attorney dated June 9,1992 . on behalf of the person(s) as listed on the reverse, side is a true and correct copy and that the same has been in full force and effect since the date thereof and is in full force and effect on the date of this certificate; and I do further certify that the said J. S. Kemper, III and W. A. Grauzas who executed the Power of Attorney as Exec. Vice President and Secretary respectively were on the date of the execution of the attached Power of Attorney- the. duly elected Senior Vice President and Secretary of: the American Manufacturers Mutual,Insurance Company. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and. affixed the corporate seal of the American Manufacturers Mutual Insurance Company on this 1 S t day of Ap r i 1 19 96 Y N.J.Zarada, Secretary This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein, and they have no authority to bind the Company except in the manner and to the extent herein stated. FN 836-5 6-92 1M Power of Attorney - Term PRINTED IN U.S.A. ,N O C C �a O V ao v C ri W t d b O PO 1,4 43 VJ .al V O do fly 1-+ O V) H O+ - N 4.1 1-4 r 1 ca V] co to oa •� R1 CI1 FO m 6E1 V7 Cp ti C-11-4 r a m H N o ra =� V] CO+ = 04 E+ C/7 LYi O 04 H V7 p+ ' P.7 can a .-� p.. H � O . V] on N O S V.a n CONT. R106E Vi.vr -. - I C t ASP.VAL/RQOf SN/N6 L({ \ , �A MO/SiY fF EIARR/BA'W 3 W/PE RYRBER FABR/L la' O✓fR fA6T�WRiT EwV/b GEIVERAL NOTES Sj"PLYW.AI SNRATN/N6 - - \ - ' ' /L•CONT.AIR CHAMBER - /� ALL,LAdO<PGRfOR MEO Alp MATE¢/AL F:IRN/SHED LrlO ROOF RA/TRR1 B/G?OC. EHALL eC rH A[COROAry LE wITH-MASs..LNUSirrf R-30 BLw NKET IN1VL.N JN'✓APoR BANK/fK 12 -` - STATE aufLO/N6 Coll wN0 LOCAL ORO/Nn NCFs /.3 WO E✓RR/NGB/2'p C• - .WHERE APPLI CALLE- It PL.B6 "OG• Acx C - L T/ME is Of THE i 3 -CL y OO 10 1T A frx:L BE PELF-.AHRO A /N A T/Me.✓f E Y f f W TN SAFErY JUA."KM✓�I. \ / IIf SIDE oFEVERy RAFTGE ` P • 3.'ALL.F`-n.•'r rV4 L M3 R b C /✓w OrEUCTURAL C:A:A FL/IY V o I u AWCLS, O l J q. FKA ! VMB R/ C T- T N Ca yl J/c 0A'R ,111 ReArT TO THE E-�Nc NT [:6F PK 3 A'vATiYE PKEIEUKe rRZATEO S E.f7E OK WAL<ST O SNA_L BF 2 O H//H NA</N✓N SPA</M4 aZF 4C. B6ARWAL PART/RT/ONJS fiLE PLATED AT rOP. _ 7, CORK/OORWALLS f WECL WALLS,A.vg FLOOA Arvp R00F A¢OuvO CN/nYN(.YSNA BF F/RA3 OPt:EG ILL FLOOR JG1Jr3(RnOF RAf JERS JNALL BE 2�/O B 4b \ • OOUNLE✓O/STS AMP HEAOER$ATALL OPSN/N6S AMP UNORR PARKA LEL PART/r/OW ANO T✓d APfA. y DJ' - fL/G4/N 6'Mrs TRAP OR WOOD B'o'Oc M/NIN✓N r /IL�6 __ - .A A/A/<IN6,/Af>EN/N4i CONNECT/ONs fNAII BE /N NCLOKOAKLf frATC BUIt/NU C COOP wYO A<CEPTEO PKOFF Sf/ON•VL T/B R060R REbIL1ENT Fl00RY4 OVNS TRU[T/ON PRAC rI<i.Or )"VHOFRLl1TMENT-AAUE PLYM000 /0 PROV/OE CONCf P.EO WOOP BL oc!/N6 iOL•FFSriN/Nii PLYWO SYBFG OOR.SNEATM/NO Of TO/LaT RO✓M q[[:S�JK/ff qn0 KITCnKN CAR/Nf T.. .�VIO JETS/4 O.C.' ANO STw/R RA/L/N63. 'Fc3 WQ RYRRIY6 /t OL.' - - SPEC/AL C SNAIL BE G/veN io mn/i NL+-J VgH"c aAKCre¢3 TO PROTeCT A611MIr C✓rr/NG F rEAR•N4 Sa AS>O \J /E PR4✓/05 MAf/NUN SEAL/N6.. CAu>/ON—TRN BU.[01N4/f Oit/+H.O W/TH RIN 2yd FL. __ - - flLMV3T MgYIM✓Hr/Nf u LAT/✓%/ I A/A'T/4N TNESf FOK r N:T wN0 ELONON//N ORAT/N6 iINO COOC/NG. -A/R/W/LL T:NO TO dF STALE. /r/S 1m 1 I/✓B T w C T PEK/HC>IK ROOF EO4/N4 TH/3 dU/CO/NG-. PROV/OLO ANO MA/NTwlMEO / B P NE EAC/.A I 2A/0 B/G 4C. W/JN SUFF/L/ENr MECNAN/CAL AIR E HANGERS• P/NES.Irlr /J, INTER/Jn'WALLS'L'%A'WOJT✓OS B/6"o.C. CO NT.AL.SIRES NEO VENT ALL WINOUW`DOOR HEAD!VE/GNT-6'-B•AB✓✓L F[OO! W/N004/ J/LL NE/GNT-3-c ABO✓E'LOOT EYC F.Tr r N/NOWS ON/Sr--OR RL AR EL0"r1ON�EASr)-3-G� FL . I c CEDAR 5 N/H4L E5-F Ltt/OS✓RL NO/JJNIEIW/NO Bq RR/ER WRAPAROUND I •m PLYW000 SNEAJH/NO SJaRY69R:REVLOMr nOOKIN6 0 ,. ZYG"WO STU09T0 MAX AC.(OJ✓BLE TOP/t SJE UYOER4AYMWT GAARifKYWo' R-/51 al.IN61L.w/TH 5A1.9 BAfRIfR PLYWO 5O11L141 SNEATMIR¢ i "I.J0/S1J/6",OC-VITHJOLIO: - WO.BASEBOARD BLOLKINi OVER CF/TRf BMM ' FURRW6 It P.C. -_ I F/N I Jf FL . MOS'r10NAL R Z:BWD SILL-PRE.PKES TREATED - I �./2•B G•O.0 A.B. . I � CONr AL.TEKM/L SHIELD' 2•R/6/R BO INSva W/TN"0✓f OAA-PAOL I •'a, • - B/TUN/YOy OAMPPR00fI /� ,.1' /O'LONC.WALL WITH.W.. QI _ /-6✓O'LaNc fTG'am nR...4/N BfARW4, .. IJA.j PL-R EYP '3 CONL$LAO•TROIVEWEL F/NWNq Ai+ONEw G•6-- V(LOFO W/REHESH 6 M/4 POLY V...R BARB/ER - .,_ g"BANK'RYN GRAVEL-COMPACTF4 _ _ I F/N tlsMT'FL7 - �i.,.= - L ROMANO RE5/0EA/C_c" c - -...._ _� :. .. ._ .... L .. ..... .. .. CENTER✓/.LF- CAP✓CpON WORtCESTER HA. ORwwsr vAc___ SECT/ONTP/CAL EYTER/OR WALL 0AT /1 A.� - - _I I - Flue d FL.CLG tOPT.114E - 0 . I'4 Q , � • o FUTU.CG PAT/01� I - :.��q nrJer/'rf=,iT�c _ .�' _ r-rrrr7-'f<+:�•ri�i j! I: _. > d� / ._ I � 'I L� �I ��I I� _- �"=�1: ��lyn-_���.,-- '- t � I FRONT E�VATIO1✓EST RIGHT'ELEVATION SOUTH _:...... - FIN 2.uf FL Tin✓ �.•• 1 �r •',111'4, I .�:#'.• � ::.::♦ :i.� .. �.'� •.:.. '�'� � P:.:F.:.aiV. ,9(' 't//1(] _l ,rtrrtT T''-dTei7.Y"Trlll_'.R "ryr'1�m'r*E`'Y�T i ' CL=NTiKV/LL: CAPE LL(J i REAR ELEVAT/ON-EA5T LEFT 6LEVAVATIG.i/-"0RTH A .. _E'L� , - ' � � � - � - � - �o.vc,efrE aoor,Nva swu.Be AA• a'u Hp-nA..50/G.NO FILL/)AL LOKdLL NO PODT/NGf ON F uZFN SO/G. .�3S-9 - � Ca ucRdre SHILL ed-�oao psi u,/rN ir/n:.,a - - +i 1LDMP. NO A00/T/YRS ALLOW60. ' ` I�Ru u,/:•F sL✓EVES THh'uuGN c c %.- 'SAh/r-Y,WATfK,fYEL NEArFRV<4r 4G'. 1 ' ^ 'E{iAM POLKLT 1 v co<frG �0:30:/o T _Lr l ml --a Pwt cot � I�� __ CNINNbY(TC. T=0.+'C-E Be T— W, .9M oGCh_h' r JeL X ON f BLOO 1 1 • s I_ L /.S..pdsP`N) IC• /. I AB-y�t/2+ FOUAIOATION PLAN OAONT T.SASH FRONT LfVATION_WEST &GHT EL EVATION-50ULi TH 1 1 II II 6'-9• -=`,L�_T__ 6 3 - /J-_I I 4t•//- 3"O /7'9" I'.. � O i A.e.n tN4108 WA11 3.h-4�-I •° 6SMT MT SASH d-HT.dASHT3AEN .Z-ANCNcABULB 3�0"./'4'EMB O EMAiO(D/N GOYC 21R40N Outt,DE ROMANO PESIOENCc REAR EL NATION-EAST EFT ELEVATION-/VORTI'r ------ --- o,vs 40 SCALE Lam••/-D' - WORC<5'fcR MA. OAT&"- MARCH 17,1396 r1le CuMM011H ealtli a Atassacliusetrs 0-6 ?': .�j• _: Departynent of Industrial Accidents 61111 If itsbinvon Street Bu+7oa.Muse•OZlll Workers' Comptinsation Insur"ce.Atfdavit name• �� ,�� �, � D 1,.. 't, . L 1 am a homeowner perform' g all work myself. 7 7 3 9 I am a sole proprietor and have no one working in any capacity I am an employer providing workers compensation for my employees working on this job. i _ _ phone#• • -_s-___ nnlin•�! am a sole proprietor, gene rai contract r o eowner et a one)and have hired the contractors listed below who h. e following workers' compensation polices: v company nn address- phone#� Insurnacc o peii L �..f+::= ~:.�.r::...�-:. .ram s+�...aswr•ar+"�."'_'T�. -- �" manv e• addresst .h phone#t insurance Aliach addiddiai'sbeet if tieeessary Failure to secure coverage as required under Section 3A of 111GL 152 can lead to the Imposition of aimttul penalties of a fiat up to$1.5 audit une Years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a line ofS100:00 a day against me. 1 understand that coin,of this statement may be forwarded to the Oe of Investigations of the D1A for coverage verilleatioa f& !do herebr cenif•under the pains and all es ojpoin#7 that the injomtmion pror rded abgNe is true end eorira -f' n>-- a )7. r /Phone# CO r- 7 f-'9 L / J-3 /Si Print name d� 1 Fdtyor only do not write in ibis area to be completed by City or town official permitillemse# r iGuiiding Department • �l,iceasing Board mmediate response is required Office Otlealtb Department on• About#; MOther. •Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to pmvidc workers' compensation for the employees. As quoted from the "law",an emphVee is defined as every person in the service of another under any contract of hire,express or implied, oral or written. An emplorer is defined as an individual..partnership• association. corporation or other .;--gal entity, or any two or mo: 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 tl. owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling !rouse of another wito employs persons to do maintenance,construction or repair work on such dwelling Itc or on the`rounds or building appurtenant thereto shall not because of such employment be deemed to be an employe MGL chapter 1*52 section 25 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. Additionagy,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 been presented to the contracting authority. �: .N •..•r+��.w i.ia.:.lii� a,.w :_": • r•wr'u :. yam•.:r+.'.:'YtAs:•1�•y�.l-T••� `1� :••~..f'� .a. . Aw Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying-company names. address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance co�•erage. 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 require: to obtain a workers' compensation policy, please call the Department at the number listed below. .• ww•..d - ••:�a:»'a:.:7::. '.-ice.:±jjr:J'.:._.::q - y .�+.wr- �`�•v:'��'yi-�:?yjl •ice. ... - . City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the.bottom c the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant• Pit be sure to fill in the permittlicense number which will be used as a reference number. The affidavits may be returned the Department by mail or FAX unless other arrangements have been made. The Office-of-Investigations would like to thank you in advance for you cooperation and should you have any questic Please do not hesitate to give us a call. .ram-...'.•�. ':« - .. .. [. i r._.�is.:.r.�s�•I L-^.« :...w�l..wa...«��..�if,.N• :..e].::.n. `� '-r-:�..: _. I...�_.�._ .. . _., ..:�. : �- _�::-; .. number. .. The Department's address, telephone and fax ask The Commonwealth Of Massachusetts Department of Industrial Accidents Office of investigations 600 Washington Street - Boston,Ma. 02111 rw 41• 16tTk 777o77Ao I 04-09-96 11 . 03 AM FROM ROMANO & ROMANO, PC TO 5087900072 P02 t i JOHN M. GERARD ATTORNEV AT LAW 51RVING STREET WORCESTER,MA. 01609 k TEL. (.48) 798-3233 FAX .(508) 755-5321 (509) 791-8255 Aapril 9, 1996 - t nofarnstablc 13jildmg Inspector - 4 T. Streel Hyannis, MA 02635 ;a Re: Edith Romano Map 248, Lot 170 - Elliott Road centerville Town of Barnstable Dear Sir: F I In response to your request for a letter from Counsel, I hereby confirms; , the following„according to our inquiry: 1. That on March 10, 1970, a zoning change took place which made the above subject lot non-confom1mg. 'L At that time.the subject lot was not held in common with abating lots an' stayed in separate ownership from then to present. 3 A variance was granted by the Board of Health on April 24, 199.5 'Thank you for your prompt processing on Mrs. Roman's buitAing Permit. Ve truly yours, M Gerar , Es e JMG/t' +.,� °FtHE Tp� The Town of Barnstable BAMSTABM 9� '0 9. Department of Health Safety and Environmental Services ArEDMA'tp Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner October 3, 1996 Tim Pearson Markwood Corporation 110 Breed's Hill Road-Unit 10- Hyannis,MA 02601 Re: Building Permit#14389 30 Elliott Road,Centerville,MA Dear Mr. Pearson: Per your request of September 19, 1996,an extension of the above referenced building permit has been granted. Sincerely, Ralph M. Crossen Building Commissioner RMC/km l MARKWOOD C O R P O R A T 1 O N 110 Breed's Hill Road, Unit 10•Hyannis, MA 02601 508/778-0734 o FAX 508/778-0770 September 19, 1996 Alfred E. Martin Town of Barnstable Building Department 367 Main Street Hyannis, MA 02601 RE: 30 Elliott Road,Centerville Dear Buddy, As mentioned In our telephone conversation, I would like to request a 90 day e)dension to the permit given to Edith Romano on April 9, 1996 for the above referenced lot. Markwood is buying this kit and will be starting a home on it soon. Thank you for your assistance in this matter. Sincerely, Tim Pearson President TP: eh Log no.: 96:719 04-08-96 02, 15 PM FROM ROMANO & ROMAK PC TO 1 508 790 6230 P01 a.vwwaJJVI GJJ AAJ•1' .. • .• ]Robert A.Perrone 'O"T 91cf.NIA 016W Fax.(50b)7553I21 ; 9'1rLEC0P1ER/FAC6IlIILE COVER MET .. • i %%ol rk- Zit -. .-- ' TEL.#: FAX 2f �_ C FROM TI TL1* TOTAL PAGES (INCLUDING COVER £REST) IMPUTANT= THIS IjrSSAGE 16 1N=En Ou x pop .TgE pSE OF_' THE I.MaDJVIDUAL R -my 'TO WInCR_11' IS l.DDB>w��rn�__� HAY�C4NT,�IN ' Q ?AT oN THAT :I5. PRIVIL ED. •CONFIDENTIAL AAm TXEmETRfRM _ E I A E' '• IF TBE READER DF THIS !MESSAGE IS NOT TIDE INTENDED RECIPIENT@ YOU ARE R£R£BY NOTIFIED THAT ANY DISSEMINATIONr DISTRIBUTION 'OR COPYING OF TI1IS COMMUNIChTION IS 6TRICTLY BRORIBITED. YP YOU SAVE -RECEIVED Tel$ COt3HUNICATION IN ERROR# PLEASE NOTIFY IDS IMMEDIATELY BY TELEPBONE# AND •RMETURN•THE ORIGINAL MESSAGE TO VS AT THE ABOVE ADDRESS VIA TBE UNITED STATES POSTAL SERVICE. THANK YOU, ' It there or any problems with Me tranemisMsian, please cell at 4508) 797-9778. Thank you. - fir__ ✓' No. 1 �//S 611DATE LIG1li1' ?G� .� -- -d .� � , FEE �! Ess " ► r l ' �r TELEPHONE N0. -3y�Non-refundable) TE E HONE NO E SCHEDULED 5' .. . pIicant s signa ure) 3SESSeili'§ AIAP eci LOT IVU:..................... .................................... 1-t Ze-lej L / SOIL LOU DIVISION NAME DATE xNSI011 ARE ' YES NO , , , i226` 62 14. /47474-5 ENGINEER ?: WATERJ/PRIVATE WELL 777 2e-( �����'� BOARD OF IIEALTII ✓vim EXCAVATOR C11: (Street name,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity -to test holes) NOTES: E L_i GT CK L4��' �1 - 41 rO? CQLATION RATE: T I)Q>X 110: ELEVATION: TEST HOLE N0: ELEVATION: . 1 1 2 - . 2 3 • 3 4 �jv t3!�tr7 C. 4 5 _ 6 - _... 5 .- u H n 6 , 10 4 10 12 13 _ 12 , 13 14 14 15 15 16 1 ` ' Z__ 0It SUB—SURFACE SEWAGE: LEACIiINGFIELD &/-LEACHING PITS LEACHING TRENCfiESj,__ I(•\nL.::E FOR SUB—SURFACE SEWAGE. REASONS: 'u;CItIEeRING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATIOU C9MPLETED IN ENTZRFTY By P F ITIn nrrttnnrn TO Penn Town of Barnstable © able. Permit# Regulatory Services EVbw 6man rom issue date _ + Fee r A�AN.t-P�AT9' i MASS 1639- ► Thomas F.Geiler,Director Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 vrww.town.barnstable.ma.us Office: 508-862-403 8 EXPRESS PERMIT APPLICATION - RESIDENTIAL.ONLY Fax: 508-790-6230 Not Vafid without Red X-Press imprint Map/parcel Number Property Address ,C1_1/p7 i P M/Rdsidential Value of Work �0D 0 ,a o Minimum fee of$35.00 for work under$6000.00 owner's Name&Address .ontractor's Name Q�.�J ci� �C>,4 R-�c Telephone Number �pg C176 �c f�_ ome Improvement Contractor License#(if applicable) instruction Supervisor's License#(if applicable) ]Workman's Compensation Insurance ? ' C_heck one: s I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance — OWWOFBARNSTA LE urance Company Name rkman's Comp. Policy# ry of Insurance Compliance Certificate must accompany each permit nit Request(check box) 2'_ Re-roof(stripping old shingles) All construction debris will be taken to n�� ❑Re-roof(not stripping. Going over existing layers of roof) ❑`Re-side ❑ Replacement Windows/doors/sliders. U-Value #of doors . (maximum .44)#of windows *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License& Construction Supervisors License is required. ATURE: L - i .-r The Commonwealth of Massach useits f I Department oflndustrialAccidents E41 Li Office oflnvestzgafions 600 Washington Street it tit?; i 4 / Boston,MA 02111 try_ . . H'ww.mass govh zd Workers' Compensation Insurance Affidavit: BuRders/Contractors/Electricians/PIumbers Applicant Information Please Print LeMbly ° Name (Business/Organization/Individual): P-Dti (�GZ �A1Gi4/Lt�' Address: VAS Dht` ST. City/State/Zip: 60,o }A&15T4 ,41.4 Phone #: 7 j6 Are you an employer?Check the appropriate box: Type of project(required): l.❑ I am a employer with + "' 4. ❑ I am'a general contractor and I ^�tfiployees(full and/or part-time).* have hired the sub-contractors 6 ❑New construction 2.(�I am a sole proprietor or partner- listed on the attached sheet. t ?•. ❑modeling ship and have no employees . These sub-contractors have S. []-Demolition working for me in any capacity. workers' comp, insurance, g Building addition [No workers' comp. insurance 5. ,❑ We are a corporation and its required.] officers have exercised thew 10.❑Electrical repaid or addition s 3,�] I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers'comp. C. 152, §1(4), and we have no 12.�oof repairs insurance required.] t employees.[No workers' comp. insurance required.] 13.E Other *Any applicant that checks box#1 must also fill out the section below showing theirworkers'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. '1Conbactors that check this box must attached an additional sheet showing the name of the sub-contractor and their workers'comp.policy Wormation. I am an employer that is providing workers'"compensation insurance for it information ty erirployees. Below is the policy and job site Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: _70 l 0.7T City/State/Zip: Alf 41,4 02632- 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 aline 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. l do hereby c\tify under the pains and penalties of perjury that the information provided above is true and corred ature: Date: 'hone#: Official use only. Do not w'rh!e in this area to he completed by city or tarvn bfftcial City or Town: - Permit/License# Issuing Authority(circle one): - 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 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 Iegal 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()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 anthority." Applicants Please fill out the workers'compensation afbdavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),addresses)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 ifyou 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: C' or Town Officials rtY • Please be sure that the-affidavit is complete and Tinted legibly. The De Department has Pp 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 ip the permit/heense 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 P cY ( mY) 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 (Le. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would h1e 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 S1 wt Boston,.MA 02111 Town of Barnstable r Regulatory Services'� YASN6Z•J m r . , - Thomas F.Geiler,Director� , r Fa Building Division Tom Perry,BuiIdlug Commissioner 200 Main Street,Hyamais,MA 02601 www-town.barustab le.ma.us Office: 508-8624)3 8 Fax:. 508-790-6230 Property OW]fter,Must Complete and Sign This Section If USinQ ABuilder Ow=rofthe subject•properiy hereby authorize , to act on my be_ha.lf, in all matters relative to work authorized this by g permit appl cation for. (Address of Job) _ " L of Date • Print ITT - , � If Prop ert Owner is applying for p emiit leas e c oia Ie to Homeowners License Exemption .dorm on :the re P the verse side. r Town of Barnstable THElp�D • Regulatory Services i a txtvsuar�, : Thomas F. Geller, Director BaUd.ing Division �Eo { Tom Perry,Building Commissioner 200 MamSlreet; Ayannis,MA 02601 www.town_b zrnstable-ma..us Office: 508-862-403 8 Fax: 508-790-6230 " HOMEOwl�LIL�'SE EXEMPTION i Plesse Print DATE JOB LOCATION: number street village name borne phone# woric phone# ' CURRENT MARINQ ADDRESS: �� rtati zip code The current cxcmptian.for"homeowners"Was extended to include owner-occupied d L=of six snits or less and to allow homeowners to engage an individual for hire who does not possess a license,pmvidcd that the owner acts as supervisor. - '. DEFINITION OF H07r1E0w7-xTR Pcrson(s) who owns a parcel of land on which he/she resides ar intends to reside, on which there is, or is intended to- be, a one or two-family dwelling; attached or detached s{ructtacs accessory to such use apd/or faun shucirars. A person who constructs more t�tine home in a two-year period shall not be considered a h ch "homeowner"sh211 submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work peufomsed'rmde the building Derm.it. (Section 109:1.1) The undersigned`homeowner"assumes respoasiIMy for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The umdcrsigncd`homeowner"cm-dBes tbat.hc/shc•smderstands the Town ofBamstable Budding Department �nimvm' cction procedures and requirements and that he/she will comply - �P with said roced. y saes and � P rt-z 2Ir=,nts. Signature of Hameuwna Approval of$urld ng,0f5cW Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply With the ' 3tafc Building Code Section 127.0 Construction Control. ' H014�OwNE��S EXEMPTION • .The Code stafcs that: 'Any bomenwocr pcx rm i g worts for which i bmIdatg parrot is=pd rd sban be ex' t fern the proyisions f this s=d=(Section 109.I.1-Ling of construction Supervisors);provided that if the homeowner engagts a pas®'(s)far bas to do such oflc,that such Homeowner shall act ss supervises" A my bomeanmas who use this ex tion at•c tnawart that they at Laurrang the responstWities of s suptcrvisor(sce Appendix t2 ties do Regulations for;SC=Tin,9 Conrbv�Scn Supayisors,Section 2.15) This lack of awa=c=Men tenths in serious problems,partievlt Hy im the homeowner hires tmlieeasrd persons. In this cur,our Berard cannot proceed against the unlicensed person as it would with t lieahsed 3=4sor. The hon ewvmcr acting m Supayisor is ultimately responsible. Te=", __that the homeowner is ful7v awtnz efhhihm- 0/7/ie License or registration valid for m use onl y l Office of Consumer Affairs&B siness Regulation g y HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: , R Registration: 1.39470 Type: Office of Consumer Affairs and Business Regulation Expiration 7/17/2013 Individual 10.Park Plaza-Suite 5170 Boston,MA 02116 RO BURLINGAMF... - e I j i \` RONALD BURLINGAME " 58 OAK ST W BARNSTABLE, MA02668; Undersecretary Not valid withou gnature IVlassachusctts: Dcpartincnt of Public Safetc { Board-of Buildin-, Regulations and Standards Construction Supervisor Specialty License I License: CS•SL 99695 Restricted to: RF,WS RONALD BURLINGAME L i 58 OAK STREET WEST BARNSTABLE, MA 02668 Expiration: 12/3/2011 f (l+nunissinncr Tr#: 99695 TOWN OF BARNSTABLE. ° 0 CERTIFICATE OF C CUPAN CX PARCEL ID 248 170 GEOBAOE ID 15556 ADDRESS 30 ELLIOTT ROAD PHONE Centerville ZIP LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 22449 DESCRIPTION -SINGLE_.FAMILY HOME (BLD PMT # 14389) PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: THE BOND $.00 CONSTRUCTION COSTS $.00 i 753 MISC_ NOT CODED ELSEWHERE •ARN3TABLE. +' MASS. OWNER ROMANO, EDITH i639' ADDRESS 78 HOWE AVE ED MIr►I SHREWSBURY MA BUI=NV-� NBY DATE ISSUED 04/17/1997 EXPIRATION DATE TOWN OF BARNk-TABLE BUILDING PERMIT -PARCU ID 248 170 ID 1.6556 ADDRESS 30 ELLIOTT ROAD - _ PHONE Centerville Z1:P LOT PLOCK EDT SIZE DBA DEVELOPMENT DISTRICT CO t r i ry v yr Grr 1 � }. PERMIT 14380 DESGRIP ION ISINGLE :FAMILY DWELLING (SEW.PMT., 96.-1.18) \ PERMIT TYPE BUILD TITLE NEW AESIDENTIAL BLDG PMT , Department of Health, Safety CONTRACTORS: ROMANO, N01 MAN P.ARCHITECTS: and Environmental Services'4 1 TOTAL FEES: : $248.24 BOND $.00 � Qi► .CONSTRUCTION COSTS " $80,080.00 I 1.01 SINGLE FAM HOME DETACHED 1 . PRIVATE .�1� '� BI.E. :+ } 1639. �� I OWNER ROMANO, EDITH ADDRESS 78 HOWE AVE BUILDGd DIVIsS ONE SHREWSBURY MA BY DATE ISSUED 04/00/'1R9, 6 EXPIRATION DATE, - I THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT-SPECIFICALLY PERMITTED UNDER_T.HE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF;ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU PERMITS ARE REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. - VISIBLEPOSTTHIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 8 2 "t-e 2 N SN 2 �.� 0��' �� S 3 - 1 HEATING INSPECTION APPROVALS 149INEERING DEPARTMENT 2 O LT OTHER: SITE P N REVIEW APPROVAL WORK SHALL NOT PROCEE6 UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. W �i C � � r= � v_ - z � � F , n ��- y � i s_ 'gam '.+�. ,-�a.� r _..•�"�'. �Ir c.' -� .s. ,.+' a P,�1r a �.•',� -_ Esc. _ :'' - �✓.. 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FIRE • DEPARTMENT DATE - � e t. 3'S` ' i,L �✓'�''� as x. ^+.� •"-„` � �" �-y„��.s -��i '<'m e,tea, �' Pd, t' - ,�;:. ,> 3•t•E _ f - - - - .igEdS.t r i Sa -95PM$6g3•,9a : .. -.'3, - ` •�. ,. � ..-. �:' �, .' - � i' :.Iry 1 - S+n:redSSxs,... "� ••-.s •— :x y.� r ���. � wad a�k Y5Y� nit €s w ,s Mks., '.•y a �.' � +:""i.G�''' �-` :: ., '�. r>..a �. rt -" c _,:.r;. 41 ft,• .m , < ,,: .3'•.,:.•:-a" ' ' �'� r ZZ � a i ,.y ,.r.. - ...� �,,:�. y l�,t,.t.:,�, k, `....z.-<. ., •:- r:;' �, ;�„ `wM,,,�q; 7 a"S < ''.: .{i'.:,' u �*� {C I � 'n,,r,: "qP w.�, te<. ..M 'ski '� �.' :.•q... o�`k�. Z- ,g r ^ ..aii�„ ,. ..,, .. 3+ _ ,.,f. .:, .- ..,.....- �...-�.,,f, _.. -.:.,,... as,...,-.,-r:-ti� �+ •N. •i'w'4i.� y�x'#`: ='.1s Y'-,,.;,.-. .F 7 L, r -....y....... • � ,,y+ ._:,�'� T fk "'"1: ,, ,. , ", _-,,- ..-.- 1'.`.."Sx`. �.. v'�„3-, :' -�+lx = s ,,.k ' .Yiq.: .a;.. .t.x,,....'+Ac -, ,c :; _. •:, :.�:::. f"C.._ -..:. o{._ 1+ 'W „�.E. .s .r+'^,. y,y`-`q'. r., . .........x .. ac : .•:, .': ,+«- .. ... '..„ ..2 r.: < -.,,�,... i., sus,-" w ,. .,. a+.-�gM, T,h.. z.",�:.t:°�# 5,..,,++_•.er ..-..x._o:�...y, ,.-..'•�.._. :"...�.- ..i- ,..?+'YX. ^•s=' ..:'#..,��� .�.�.x:y,.,.s.T w::�t - : • P • P • i • • • 1 • • EXISTING NEW j RENOVATED gm gggg • i j i. - I { j . j , _ - y , f WEST Elevation - SCALE:1W = 11,7 . a o ' 1 N • IA O 0 m WHITCOMB REMODELING, Inc. GARAGE ADDITION for Alan Reed P.O. Box 501 , West Hyannisport, MA 02672 A 2 30 Elliott Road, Centerville, MA 02632 (774) 487-4714 - whitcombremodeling@gmail.com F /✓ EXISTING DORMER EXISTING ENTRY NEW GARAGE i I SOUTH Elevation SCALE_114' = T-0" A r 0 WHITCOMIB REMODELING, Inc. Zest H annis ort MA 02672 A3 GARAGE ADDITION for Alan Reed P.O.PO Box 501 , y p , 30 Elliott Road, Centerville, MA 02632 (7.74) 487-4714 - whitcombremodeling@gmaihcom a NEW e . _ EXISTING r _ a RENOVATED , ' i * iI EAST Elevation O 0 z WHITCOMB REMODELING, Inc. A GARAGE ADDITION for Alan Reed P.O. Box 501 , West Hyannisport, MA 02672 A. 30 Elliott Road, Centerville, MA 02632 (774) 487-4714 - whitcombremodeling@gmail.com a • . EXISTING ENTRY 1 , EXISTING UNCHANGED NEW t o j i i 1 5 NORTH Elevation . SCALE:1/4" = V-0" n 0 - N n WHITCOMB REMODELING, Inc. P.O. Box 501 , West H annis ort, MA 02672 AS m GARAGE ADDITION for Alan Reed � Y P 30 EIJttrRgad, Centerville, MA 02632 (774) 487=4714 - whitcombremodeling@gmail.com C14 co EAST �< Q s f '' - -- - - - -- - - - - - -- --- - - -- - -._ - - LL 7 1^� I i -- - - - - -- -- ---- - - � � ' - - - - — — — ——— — -- - -- - � , i OFFSET to ALIGN 5/8"Sheetrock I ' 21 i 00 O _ n i k I . Mud t k i r y + I EXISTING - UNCHANGED , Storage F- Garage F { Room 2x8 Sleeper Floor t` " 2x8 Sleeper Floor €.. ! Al2 I 1 I ' —OFFSET to ALIGN 5/8"Sheetrock ! ' ? -- _ ! --- - - - - - - ---- -- - - - - —- - - - — — — — — — — —- —— — — - -- I — - - --.- --- - -;— - - - I —— N r — — — — — — — — - — — 9'-4" 3'-4" 9'-4" 3' - —— WALL RELOCATED 8"EAST= L 3 28' I 'A c - - -- - -- — --APRON s . r N� �,� v: WEST LO Q Q A2 m � FOUNDATION WHITCOMB REMODELING, Inc. GARAGE ADDITION for Alan Reed P.O. Box 501, West Hyannisport, MA 02672 A6 30 Elliott Read, Centerville, MA 02632 (774) 487-4714 - whitcombremodeling@gmail.com . , ch to A4 �Q Cl) v2 EAST nQ Q 2x6 PT Mudsill - -Outline of Concrete Floor Slab € ' r Go ao (6 X co - X 0 --- ---- - -- --- ---- -- -- --- - --- ---- -- ------- ---- ---- ---- . :: --- ---- -'- --- - ---- -- - --. ---- � --- ---- --- --- --- ---- - -- -31 n all —a, 2x6 Bea Wall r , j J i Iif „;iIJ if nl r { 4"Concrete Floor Slab 2x6 Wall @ 16 oc ; r 4"Concrete Floor Slabi _ R-21 Insulationco 5/8"Sheetrock Q r i 9 U) 2x6 PT Mudsilf 3/4"Underla ment X Y ca Insulated Sleeper Floor System-2x8 PT @ 16'oc i (: '• 2x4 PT Ripped P Y t f= { N "I Over Existing Concrete Floor Slab I 2x8.PT Sleeper FloorG t . Foam Insulationh 5/8"x 10"Bolts - .1 Al2 3"x 3"x 1/4"Plate Washers Spacing -8"from corners - ! Then 30"oc r • Fr WallFoundation y n I" v ost Wa a t _ o t 3' 8"x 16'Footing � - ]i LO k CD if Foundation Detail SCALE 314" 1'-0" - - - - E - Outline of Concrete Floor Slab bVC-IZ Ht A'D Ddo2 t �I 2x6 PT Mudsill J t r ( H -------------------------- --- --- - -- I �! ----- -- R Q �c Z O -- - --- . 0 x 7 n - --------------------------- -- - - h -- - — -- - r. ----------- n WEST NC chQ vQ nQ A2 Framing - First Floor WHITCOMB REMODELING, Inc. P.O.,Box 501 West H annis ort, MA 02672 A7 GARAGE ADDITION for Alan Reed SCALE 1W _ 1'-a" Y P 9 30 Elliott Road, Centerville, MA 02632 (774) 487-4714 - whitcombremodeling@gmaii.com to A4 r `14 Q "Q v Q EAST tr'Q 7' 14' 7, 3-Ox2-2 3-Ox2-2 - r[ Gam..�,✓ �l't' i r, Go Storage ! {' T X a Floor oor I "" o • t !; t co — 3-Ox6-8 - N h UP to jZ 0CLIN6 r PAD to 2x6 Thickness Storage 5!8"Sheetrock on South Side 4 2x8 Sleeper,Floor is i 2-6x6-8 t " D Q o ap co co r b cC m Doo ; N N N Garage I ' GPL?_q =i TIN EXISTING —UNCHANGED \j4x6 Post toRidge 1 Mud Storage 3, Room GI 2x8 Sleeper Floor j . 2x8 Sleeper Floor g � _ x 3 112" O0 Cl) 6, . 7'-3" x CD t i. '. Concrrete-Floor " . Align Sheetrock a 3-0x6-8 _2-Ox3-6 2-Ox3-6 t y! -—----- -- i S"C c t_S RVCP 6-r0F_D—z G-�1tL�AU� �ao►�� M�- eoN�f(Zc�;►oN WEST . Q Q Q A2 Q c - z FIRST FLOOR WHITCOMB REMODELING, Inc. GARAGE ADDITION for Alan Reed P.O. Box 561 , West Hyannisport, MA 02672 A8 30 Elliott Road, Centerville, MA 02632 SCALE 1/4 _ -0' (774) 487-4714 - whitcombremodeling@gmail.com A4 ~` EAST < r ----- Outline of Wall Framing ing below ----Outline of Wall Framing below----- r�I i I rPI 2x6 Bearing V'Vaii Below I� � I C OM T I N�1 bJ S Roof Break,Header-(3)2x10—. I 4 1 i Outline of'Nall Framing T �I ' i 0 U 2x8 16"oc i' DOWN :r 2x10,@ 16`!oc u if _ Stair Header-!3;2x?0- 4x6 Post t0 Ridge EXIST,IIIG - UNCHAI 41GED =- ni Al2 --2x6 Bearing Wall Below ' ... • i; ;; iLk��k Garage Door Header-(3)2x10— (cb'n!71 t A OOS�LV L O(Z e( 0 WA my WEST nQ Q Q Q A2 0 m WHITCOMB REMODELING, Inc. z Framing - Second Floor ( GARAGE ADDITION for Alan Reed SCALE:114" = 1•-0 P.O. Box 501 , West Hyannisport, MA 02672 30 Elliott RQ,ad, Centerville, MA 02632 (774) 487-4714 - whitcombremodeling@gmail.com LO A4 L��; EAST — --OUTLINE OF WALL FRAMING BELOV'J -------- - —� ice.#i 31 j; SHED ROOF BELOW 1' ! ' OUTLINE OF.WALL FRAM BELOV+1 — OUTLINE OF WALL FRAMING BELOW OUTLINE OF SECOND FLOOR - . I I , r DOVVN' O EXISTING I 4x6 Post to R dge `Y' 4 R.12 , � OUTLINE OF WELL FRAMING BELOW t hl sty �k --OUTLINE OF�lVALL FRs.titiNG BELOW/V--— OUTLINE OF WALL FRAMING BELOW v"! r WEST o Q Q Q Q A2 m . m - SECOND FLOOR WHITCOMB REMODELING, Inc.. ` Z West H annis ort MA 02672 A10 a GARAGE ADDITION for Alan Reed P:O..Box 501 , y p , SCALE:1/4" = 1'-0" 30 Elliott Read, Centerville, MA 02632 (774) 487-4714 - whitcombremodeling@gmail.com M L0 A4 _7,— EAST Q - - 'NEW Shed Roof � I I t 6I 12 Pitch - 2x10 0 16"oc ' IIf it t is ,7 'f! !i ., l ; s , - -Outline of Roof - - — '! l ;. I ': li - - li itit ,:'�-"3 ri I: Ir it !i II r!+I' i s ;+ I' :i �.-�t 'I t ii 1 � ,i I Is � '; ia, i'` :: (' • i i i l i 1 ' NEW Pitched Roof I �. i! f t ` 12 12 Pitch - 2x10 16"oc � J .i II II: it t, 1 i � +I a a if Q !' !. t!: - . 72 i-3.4"x ;,d`• - ! It 1i ! Iisj'° a Supportec Mid Span by 4x6 Post It �! i , iiyt .I !; ft �! + ,f !! is f! up from BearingLJall Foundation i �i rl !1.. 'i' Al2 I' !i 1 .1 j!. !i I ;i 1 { :, EXISTING Roof Systemif . - — ^� _ , li > i ICI tV I! I! Lp ;I I '! t li i' I' { !' !ij Unchang( ed i4 i. _ 7.. !I .il 4i .� {' {�. i' 11 .! i .1, 1, .i �; Cr .'�! _ .. it I II .. .1 I 'I It .l i' it i i+ it tj if ' I '= ilt I NEW Pitched RoofI . j I y ; I; rF � 12 I 2 Pitch 2x10 e 16"oc pp n ;_ ii i+ .! ni4l 11 II I; '' -I' .If !e ii li i7? UIj';g 'al i'i LIB !:. !I� 'i i {' I. `1{. if it . ,. II li it if. I li I . f i�) --- —Outline of Roof ---- - - -_ - - a a VVEST ��Q Q m Q Q A,2 A _ a Framing - Roof WHITCOMB-REMODELING, Inc. Zll II GARAGE ADDITION for Alan Reed P.O.P:O. Box 501, West Hyannisport, MA 02672 - SCALE:1l4" = 1'-0 30 Elliott Road, Centerville, MA 02632 (774) 487-4714 - whitcombremodeling@gmail.com • � x i - • Y`�II i EI .! ii j.. I' ii r.J iiI ' .. .. 1432, - 'j �I 1 1 I Post to ridge from . l NEW GARAGE SPECS Bearing Wail Foundation F • 2x6 Wall @ 16"oc R-21 Insulation I II 5/8"Sheetrockji 2x6 PT Mudsillji `� \ + - Railing to Code 3/4"Underlayment 2x4 PT Ripped 2x8 PT.Sleeper Floor ! ; - Y 1 4 - Foam Insulation File d 1 I h r h r -k , �. 5/8"x 10"Bolts ! ; 3•,x 3".x 1/4"Plate Washers Spacing -8••from corners -Then.30,•oc F,- �r. a - Frost Wall Foundation ' h rf 8"x 16"Footing r rr F (2)#.5 Rebar � { ` ( GARAGE I ; GA f4E IE' Stairs i i U r. €€' P 5/8"Sheetrock i i 1�=1 MUDROOM T RAGE I.S O 1 • r.i . 1-1 r ,i • EXISTING I 1 E, Y UNCHANGED r j � 'Ripped 2x4 PT ledger 1 1 r l 1 h r(( ~_� _ � �� � i � • � 'I�1 � i .,fir 2x8 @ 16"oc PT Sleeper Floor,w. Foam Insulation t _ • r i - N G A Section 1 m - SCALE:1/4" = 1'-0" WHITCOMB REMODELING, Inc. GARAGE GARAGE ADDITION for Alan Reed P.O. Box 501, West Hyannisport, MA 02672 Al2 774 487-4714 - whitcombremodelin mail.com 30 Elliott Road, Centerville, MA 02632 r ) 9@9 1 • i / \ //X!" f i EXISTING UNCHANGED Header supports existing rafter Roo,system on top of —2x8 @ 1?"oc relocated wail H2-6A Hurricane Ties ; f 'a'".•-1`..'7_..,. f�`.�.z c� _W 200 ( ( _ 1 410 a Existing2x4 wall remains— 2efrarne Eelocated wail as 2x8.@ 16'oc LL i. i To!-louse ; r MUDROOM STORAGE Move Existing Wail & Foundation Back 8' 2x8 @ 1 oc PT Sleeper Floor w`Foam Insulation — 1 / ! Section 2 SCALE:,,4" _ -0,. 1NHITCOMB REMODELING, Inc. West H annis ort MA_02672 P.O. Box.501 , y p A13 . GARAGE ADDITION for Alan Reed 30 Elliott Road, Centerville, MA 02632 (774) 487-4714 - whitcombremodeling@gmail.com. ; ' \� EXISTING F UNCHANGED' / /; New Header supports existing , rafter?Roo;system on top of —2x8 CCD 1 o"oc relocated wail rr i H2.5A Hurricane Ties �. .�/_) 1 �-�"�r-i � '� g...�_�_" 3'� z �s.m++r"`� � ,' �s�' k� f x= cam. 3� -..- s'� -�•. s =€' .�1. -a:v rP'- _ Existing 2x4 wall-remains _ Reirame Reiocated wail as 2x6 c 16"oc I --� STORAGE AREA To Mudroom Ii s jt LQc ;k 81, fi qq �i tl �i �w 2x8 16"oc PT Sleeper Floor N i Foam insulation— i zi - N m Section 3 SCALE:1/4" = 1'-0" WHITCOMB REMODELING, Inc. z GARAGE ADDITION for Alan Reed P.O. Box 50.1 , West Hyannisport, MA 02672 A14- 30 Elliott Road, Centerville, MA 02632 (774) 487-4714 - whitcornbremodeling@gmail.com -(2) 1-314"x14"LVL R ..� ' ROOF CONSTRUCTION � ��., ����T� Rasters-2x10 @ 16"oc — H2.5A Hurricane Ties 3 i ' LSTA25 Rafter Ties at Peak r � V i ' OPEN STORAGE f i MO x — �2X1-, 16" e a a 2x5'Wall@ 15"oc - ;1 - ..., .�. ;�:.� � <_,.i� ,n:��- �,, .�.'�.,` ., � fry L.�� Wiz. �.>'..®�-,. t�-rs.^• � -s.K s�� ,�u�, i � � 5f81.Sf'leetr06k .. 2x5 PT Mudsill - k 3/4"Underlaymen# u - 2x4 PT Ripped 7 Floor H2.5A Hurricanes—1 2x8 PT Sleeper. £ Ties aarn insulation: 7 GARAGE F9P.P DOOR. 5 85*.x 1 i"gGItS 7rr 518"Sheetrock all surfaces x x 1/4"Plate Washer Zr. : s Fire Doors each Exit To Storage Spacing �i S acin -8"from corners t i Then 30' pc „ _ Frost"Nall Foundation 1 al c` 8"x 16"Footing (2)#5 Reoar -GP ZADE '. � .H Rg Foundation Detail SCALE:3/4" • - ` - b N n c " F o Section 4 SCALE 1/4" _ ,'-0" rn WHITCOMB REMODELING, Inc. ' z GARAGE ADDITION for Alan Reed P.O. Box 501 , West Hyannisport, MA 02672 A15 30 Elliott Road, Centerville, MA 02632 (774) 4.87-4714 - whitcombremodeling@gmail.com -(2) 1-3/4"x 14"LIvi'l i ROOF CONSTRUCTION: a Rafters 2x 10�rJ 1 o"oc - t -� H2.5A Hurricane Ties LSTA25 Rafter Ties at Peak' 6 - j .� ��• 2x10 v i b"oG i s ,� �� • 4x6 Post to Ridge From Railings to erode Bearing Wall Footing c' Garage Header-(3j 2x10 �-V4 srz Stair Header (3 2x10 Header-(3)2x10 ° E i , �x vliall @ 15 G� f ` Insulation I� .5/8"SheetridC �_- %a f j 3 \, 2x6 PT Mudsili 3/"4" Under!ayment01 2x4PT Ripped T - ;� 2x8 PT Sleeper Floor r •, In ' I ion tss_ ..a. - Sr3 at I H2 5A Hurricane Ties— E y c 5/8"x 10"Bolts -- ,RE DOOR aR i 3"x 3"x 1/4' Plate'Washers 2x£BE. ING VVAL- v. O- Spacing -8"from corners To Garage !i Then 30"oc I Frost 1111all Foundation Ramp up tG .H 81"Y _Footing 2x8 Sleeper k (2',#Floor System Revar �_ fE — \ 2x8 @ 16"oc PT Sleeper Floor w. Foam Insulation - — - 4 .. Foundation Detail SCALE:3/4" _, T-0" n I , r` o Section 5 _ • SCALE:1/4" = V-0,. WHITCOMB REMODELING, Inc. A16 GARAGE ADDITION for Alan Reed P.O. Box 501 , West Hyannisport, MA 02672 (774) 487-4714 - w hitcombremodeling@gmail.com Q ° 30 Elliott Road, Centerville, MA 02632 �, One of the most changing-design FIGURE 5 � � �� � 3GrgRE 1 FIGURE 2 THE APA STURD l-FRAME ICING PANEL-16'AND 24 V#f DTHS R A E1AlS€kite larked glulam bea s are areas in a home is the narrow wall ---------------------- -- — ------- ------ GARAGE DOOR HEADER GARAGE DECOR HEADER supplied ed vinth either zero Sher or a TO END WALL TO END WALL adjacent to the garage door opening. 1 So min. menu flat Dory built-in carnberwhich - -- — — I Irort wall secti n t87 is »v'iths€ d 2x€+s�plate Garage�a� Garage c�c�r tnakes:€ea-` to conriect g4uh-u-r A d, 2x--mart places header � 2x v�a4 c� tt cal E� the same lateral forces that bear an 1 owed steel sw Fret other r-ram fla rxrrme Qonents.F g rt- other larger wall and roof sections of ' ' -5 111ustrate:zorne of the many simple l the home. G�tlarsF Mader 1 yr c n details that car.be used va h rta. fit '� r itx � 1�SF� r. r The I' StF�rd-I-Frame system 'vet. Nail sl eatrF to header d l glulam in residential garage door warning. - Zx str�ls-nail shead-ti - � Stems tie _: FlatQ 'li availalile��''or'[n APA F -tee d ar.,also -- b builders and horr�o�vrers a deli ifl all plates and studs details ';06L�e ee,rsarie� .gt' n p solution that allows for d�narrow was in��l's fit�a i i�. � Mood post,.glularn APA Rate--Sheathing < or Multiple scrams cx cripte white €ovid providing the necessary strength trimmer sttxIs - ns artd stiffness.The connections in tle .,<e� ,',:�,. .a_; �z� s _.. frame allow`the Sturd-l-Frame to art f4'ctehirg ar�f.l1tr�irr�aft ltilarrr as a moment-resisting"parr .f€aEre' Since gl rlam timbers are highly engi- z resists lateral loads from winds ' o'rea steel hold-downs needed components manufac uredd from. t=t _ F Zx plates-nail sl<eaftng or ear iquakes. to each plate speaargy selected and positioned lumber FtGtEt 3 FIGURE 4 - laminations,an improperly €notch ar GARAGE DOOR 14EADFR GARAGE DOOR HEADER OVER lF�l �s are readily available in GontFnuous reinforced' i TO END WALL __— _- INTERNIEDIATE SUPP€3U Anchor l a hale drilled n t'g wrong place� _ € to concrete stern watt and Garage door.leader over seriously affect the cad €r n ca ac- Gar the long lengths that are needed j F � Garage door fcetin (or stab edge) s . Zx<ara€[places €reader, c=nres ad` cerx openuxp n l3 extend the fader over the adjacent - I, i a � I(j of the.�ernlnec walls.The vertical wall segment is w sheathing that overlaps tltoce; Field otching.c€sting or dr'fling of a panel o p For€sss narraar wall applicadom eomi rnonly found in garage oper*irgs,Provide hold- structural s1 the glFuam header and is attached with dooms,fans and wool stnxtura€panell mailing as snomin in Srurct-f-Frames fir Alarris+ru" + glulam`-beam,parnic=harry on the tensic F. Waal Bracing APA Form B440. mails in a speed grid pattern.At the � � side of member,should be avoided_ Steel ti$pate `�� base€�f r wall,a hold-down connector' Field conditions may require malting a S cap or Mult attaches the gall segment to the foFirrda- d- ° post-gfularcF *r.eri Fpte cat,retch.or bale that was not or - ood p st€ s g- -.Ab t E-a `red or mitipre studs don(see Figure 6).These two mornmt- Wally anticipated.[n sane instances, tesisiing connections,combined with Engineered Wood od Systems,a related these can be made in areas of the glu the bending capacity of the ter[ical corporation of APA-The Enginmrd lam which are not highly stressed and seg<rrnent and glulam header.provide Wood Association,is an organization vvillthus have minimal effect on t<he . FIGURE 5 the lateral resistance normal.= facilitated dedicated€o the promotion of en . structural opacity E e merrier.For GARAGE DOOR HEADER OVER f tErare information-on these specific INTERi41ED114TE SUPPORT by shear walls or braced wall sections of g . needed wood products and systems, ----- a substantially greater width. Operating in close cooperation with conditions,refer to die Engineered Gauage door,treader over For more information ter the Stt rd I APA,Engineered Wood Systems Wood Systems Technical Note:FzeJd two adjacent ciperl ng. Birrrf�' Frame Construction System,refer for the provides services to manufacture S FTimb irr arms.rifling of Clued Lairrirrated Fir sr APA guide:S€rird[I Frances for Narrowof engineered Toad product,-, rartr`s.Form E4�'S S56€� Nall Bracing,Form B440. including glued laminated timber 1f2't ag (glularn).Engineered Wood Systems t Steel cap plate suevis we€led to steep, manufacturers cer*their products cakirrin with the APA EWS trademark. ° ©iurFxn 7 Z zrrr 2AFA- rO:�rr w"< d W"I 3 . 0 zAD2.€P.4-I'Iie.F�+guutm#�'!xnt oeiert3ba.: ¢" TABLE 5 TABLE 1 APA EWS 24F_J.BE GRADE,GLULAM GARAGE DOOR HEADERS FOR SINGLE-STORY APPUCATIONS AS SUBSTITUTES AL TU €SIRS=FIR Csl€II.R�i!! -FISSECTIONS Rough poor Opening=9 ft 3 in.{Beam depths based on 1-1f2'tarninatia rs-} AS SUBSTtTEtTES FOR NE3.1 t}pUE�CAtSrFflt SAWN Ef1fBER-- - Ec %vstertt G[ulam Jukun -------- -- -- ---- ---- -- : -- -- -- ----- ------_..- Sawn - Headers ] -Headers t@Ion-may: 11� r€c ' r is Span of supported roof trusses 00 section _ --- 22 24 26 28 30 32 34 (Itiforrtirrat} - Elo-1- No-1 ---- �18 S21�T1€u�10�try r£�i��tfit$ i2itE3 3-1t8 x 7-1/2 3-1f8 x 1-112 3-113 x 7-1/2 '. :18x 7-11Z 3-1f$x 7-1f2 3=f$x 9 3-11$x 3 3-1/8 x 4 3 z z�} 3-1/8 x 3 3-1-1$x (1€flf l2t I3ITt2I products jS sitZ ice. ` 'Load 3-1/2 x 7-1/2 3-1/2 x 7-11Z 3-112 x 7-1#2 3 1f2x 7-1#Z 3=112 z.7-1/2 3-1f2 x74/2 3-1f2,x I-112 3-1/2 x 7-?/2 -- 3 z�[ ----- 3 1f8 z 9--- -3-1f$x i�3 1fZ tables rJ and 6 sbl'`•� The�ili� 15 W Dead5 1f$x 6 5-1/8 x 6 5-1/8 x 5 5418 x 7-112 3-11$x 7-112 7-1/2 5-1f3 x 7 112 5-1f$x 7-112 - ----- - 23 ps€L.Ae 5-1/2 x 6 ' 5-112 x 6 5-112 x 6 5-1f2 x5 5-1f2 x 7-1 12 5-1f2 x 7-1/2 5-1F2 x 7-1f2 5-1f2 x 7-1/2 3 x'4. --- 3-1/8 z 1�s 3f2' 3-11$s i r1 f2 t2IYa CtS QI 53 33€TI I and 3-113 x 7-112 3-1/8 x 9 3-1/8 x g 3-118 x 9 • 3-1f8 x 9--3-1/8 x 9 3-1/9 x 9 3-118 x 1(}1/2 --.-_4 x 10 ------ 3-1f8 x 121 1f2 -------3-1/8 x i€f-1fZ st --Up llt G ?. Srxnw toad 3-if2 x 7-1/2 3-112 x 7412 3-if2 x 7-1f2 3-1/2 x 7-1f2 3-1#2 x 9 3.112 x 9 3-112 x 9 3-1/2 x 9 4 x 12 3-118 x 10-1f2 3-1f$x 10-1f2 instance.Uble 5 shows that a ISFid Dead, � � U 1 c i � 5-1f8x7-1f2 5 1f8x 7-1f2 S 1f3x 1-1F2 s-1f8x 7-1IZ 51f&x 7 1f2 -------- --- ------------- - ------ -- -- ' �R�,, 25 5-1/8 x a r3 x 7- 12 r f3 x 7-.f2 4 x 1.4 3'-1/8 x 12 3-1/8 x 12 ------ .�-l�3 K 12 glulam Cali be St113S�Tu'ted a-tf2 x 6 5 ifZ x 6 5-1f2 x 7-1.f2 S-if2 x 7-1f<. 5-1f2 x 7-112 5-1/2 x 7-1f2 5-1/2 x 7-112 5-1f2 x 7-1/2 ---- --=----------------- ----- ---- - --_-- --= - ----- -- ---- 3-if$x 9 3-1/8 x 9 3-if3 x 9 3 1#8 X 3-1f3 x 9 3418,00412 3 1f8 a 1 y Ff2 3 118 x 1{i-12 -- -----6 x 14 --- ----- 5 1t8 x 1U'€f2--- -5-if8 x l€1 i E2 - fsl a { I 1�3. 1 1-JCi23 S €SQ11d ------- Snow Load 3-1/2 x 7-1/2 3-1/2 x 7-1J2 •3-1/2 it 9 3-112 x 9 3-1f2 x 9 3-1/2 x 9 3-1/2 x 9 3-112 x 9 6 x 12 5-1/8 x 12 S-its x 12 ---- sawn beam.For add2ti€nal fear ber is psf Dead . 5-1f€3 x 7-1f2 51f8 x 7-1f2 5-1f$z 7-1F2 5 lf8 x 7-1f2 -5 1#8 x 7-112 118 x 1-1f2 S tfR x 7-1/2 =18 x 7-1F2' --------- ---- - --- ---- --- - -- -----_ 5-1f2 x 7-172 54/2 x 7-1 f2 a 1f2 x 7-112 5412 x'1-1/2 5-if2 x 7-112 a-YZ z 7 ,f2 a 112 x 7 4/2 5.-f2x 7 1f2 C x 1'x 5 168 x T3-rt f2 5 i f3 x 13 1 f2 substitution 12i C1TEP2adflFt S - --- - ------ -------=-----._..------ ------=------- --- --------- -- --- -- fix 15 5-1f?x 13112 5 1f8 x 15 FVVS Data File FDrm Mo` S570. 3-118 x 9 3-1/8 x 9 3-11R x 18-1#2 3-1/3 x io-1f2 3-if8 x 1 1f2 3-1f$'z I04/2 3-1f2 it 10 112 3-118 x 12 ----- ------ ------------------- -- Snaw Load 3-1/2 x 9 3-1f2 x 9 3-112 x 9 3-1/2 x 9 3-1f2 x its-1f2 3-112 x T0-112 3-1f2 x 10-112 3-1f2 x 10-1.12 Subs6 ion of Ghdam Beams kr Steei ' 15 W Dead S-1f8 x 7-112, -3-1/8 x 7-1/2 5-1/8 x 7-1/2 5-1f$x 7-1/2 5-1/8 x 9 5-1 f$x g 5-1 IS x 9 5-1/3 x 9 f.Span_uniformity€oac m,simply supported beam,with a pan ranging from,8 k up ta 20 ft. fTT17(�J�r2Lumber.Lumber. tablesGI� tables are " 40 psf St•.t7.v .. 5-1/2 x 7-1/2 5-1/2 x 7-1.fZ 5 1,12x 7-1/2 5-112 x 7-1f2 5-1 F2 x 7-3 i"2 5-1fZ z 7-1f2 5-112 x 9 5-1#2 x 9 2.For roof Seams,rraxemum.deflection=C qSf,'vrsder total€odd.Deflection under five,toad mast to --------- ----------- - ------ - ----- ----- --------------- verified when rive roadilotat lewd>314. € e €ir-a d' i use only,Final 3• _ design should include a complete TABLE 2 4 8eamweigtts for softe3=s"n and gtutam members are asses to be the samel a€la� �� �g_�� t4PA EIfYS 241F-4.SE GRADE GLU AM GARAGE DOOR HEADERS FOR SINGLE-STORY APPLICATIONS 5.flesi p wee a€ resat t�c�rat�n end ruy erne service cvnda ;[t[o_1:F� Cr x �Sifi.II2C�ll f?� 1,rWO psi F.,=95 psi:E=1,7 x T06 plc;where Cr=size factor per 2001 Nf3S Gketarn,Ft,=- and late-rat stability Rough poor 00ening= 16 ft 3 in_(Seam deptfts,based on 1-11r taminations.) C,z 2,4C(3 gsi:F,,=240 psi:Ex=1.8 x 1Qs psi:wt�s C,=volume factor per 2MI€cps., Span of supported roof trusses(ft} - - ,- . 22 24r _ 26 -- 28 34 32-- 34 - -- -36 - -- 3-118 x 12 3Af3 t 12 3-1/8 x 13-1f2 3-ef8 x 13-1f2 3-1/ax i3•-112 3-1#f3'x 13-/2 3-1/8--15 3-118 x 15 TABLE_ $ Non-Srow Load .3.1f2zi2 3-1f2xi2 3-1/Zx12 3-112x12 3-112x13-1f2 3-1f2x13-112 3-1f2x13-1f2.3-1/2x13-112 15 psf Dead5-1/8 - EQUIVALENT pQLfGS-FIR GLLIL SECTIONS 5-118 x 14.112 5-118 1r3-1f2 5-119 x 10-1/2 5-1/8 x 12 54/8 x 12 5 1f°x 12 5-1f3 x E2 5-1f$x 12 AS SUBSTTIUTES FOR NO.4 BUILT-UP DOUGLAS-FIR SAWN LIB 2e3 psf Live 5-112 x i^r it1-1f 5 1/2 x 1#2 5-1/2 z 1A ir2 5-1J2 x 1€J 1f2 rs.f2 x 1E?-112 S-1f2 x 12 5-1f2 x 12 5-112 x 12 ---- - -------- 2 5-1`2 - ----------- ---_- ----- 5---- ----- - --- Equivalent Gfrdam Sections - 3-118 x 13-1/2 3-118 x 13-1f2 3-1/8 x 15 3 1/8 x i s 3-1f3.it 15 3-118 It 15 3-1f8 x 16-112 3-1f3 x 166-112 Sawn --- -{$ Head-{Noll snow): Snow Load Section ----- 15 psf Dead 3-1f2 z TZ 3.-112 x 13-T#Z 3-1/2 x 13-1f2 3 1f2 x i3-1f2 3-1f2 x 13-1f2 3-1f2 x 1S 3 1fZ x 15 3 1f2 x 1S -- ---- - ----- ----..-- 5-118 x 10-1/2 5-1/8--12 5-1/8 x 12 5-1f.8 x 12 5-148 x 12 5-118 X 12 5-Iiax 12 5-1I$x 13-112 l��n�� ��� --- No-� ' 25 p�Shaw ---- - -- -- --- -- ----- ---- , 5-112 x 1U-1f2 5-1'/2 x 14=i12 5-1/2 x EG-1#2 5-1/2 x 1.2 5-112 x 12 5 lf2'x 12 5-1f2 x 12 5-112 x 1Z 2-2 x 8 3-1f8 x 7-1/2 3-1'1$.x 7-1/2 3-1f8 x 13-1..12' 3-1/9x 15 - 3 /e x 15 . 3-1f8x 15 3-1/&x Iri-112 3-1f$x 16-iF2 3 1I&z 1fr E#Z 3 118 z i:8 2-Z x ifS 3-1#&x 9 3-1 f8 x 3 Snew`oatf 3 1fZ x 13-1/2 3 1f2 x 13-1f2 3-1f2x 13 1f2 3-1f2 x 15 3-€f2 x 15 3-1 2'x 1b 3-1f2 z 15 '34,12 x..6 112 ---=- ---- ------------ - 15 p�Dead 5-1f3 x 12 5-1f$x 12 . 5-118 x 12 5-1/ex 12 5-1#8:x i2 5-118':x 13-Vf 5-1/8 x 13-1/2 - x 2 --- - 3-tf8 x 1€3-1f2 3 if&x 1f3 1f2 30 psf Snaw 5-1f2 x 1€k112 5-112 x 12. S /2 x 12 S-1F2 x 12 SA/2 x 12 5-112 x 12 -5-1/Z x 12 5-1/2--13-1#2 2-Z x 14 3-�18 x t€11f2. 3 1f&"x 1E3 if2.. 3-118 x 15 . 3-1;4r3 x 16-1f2 3-1/8 x 16-1/2 3-VO x 16-1f2 31,18 x 13 3-1#8 x 18 3-1f8 z 18 3-118 x 19-1/2 3_Z x 8 - 371f8 It 9' - Snow Load 3=1f2:x 15 3'-1f2 x 1S 3-1/2 x 15 3-112 x 16-1/2 3-1/2 x ia-1f2 3-1/2 x 15-1f2 3-1f2 z 1,6 3-1f2 x 18 -- �� 3-Z x 1€} 3-i°EEI x 1€1-tf2 3-1f$z 1f3-1f2 13 Deed 5-1/8 x 12 5-1 f3 x 12 5-1/8 x 13-1/2 5-1/8 x 13-1f2 5-1#8 x 13-1f2 54#8 x 13-1/2 5-1/8 x 15' 5-1/8 x 15 ---- -� ----"- ---`--- --------.- -- _---- Snow 3-2 x 12 3-1f8 x 12 3- 5-1/2 x 12 5-1/2 x 12 5-1/2 x 12 5-1f2 x 13412 5-112 x 13-1/2 5-1/2'x 13-1/2 5-tf2 x 13-112 5-112 x:t3-1/8 x 12' _.. - ----------------- ---- - ------ 2 --- -------------`------ - 3-2 x 14- 3'-1/8 x 13-1/2 3-118 x 13-1/2 tVQies to Tables 11 arid 2: ------- Notes: 1.These.Catsfes.are for preflmirrary design use only,RiX design should golds a complete arrasysis, . tur§rtg earisxj stresses and fatetat.srat3itity; 1.Span=-forril Waded simply supported'team tvitrt a span€anging front 8 ft up to 20 ft 2.For roof beams,rnarirnuin deflection=€#18€}under total to peflectirsrr urider live toad rtstksr be 2-.Service condition=dcy verified when live waditotat=toad>3f4. 3.Mwtmum defleetton-under€l€oats:=spanf240- 4.Maximetm deftei:dorc under total toad=spanfl80, 3.Eleam e€igfison=e#y areaassumed�to be the same. 5 viaximtem 2-ft roaf'truss overhangs. ` .Beam vr�ig€rcs fist sssitd sawrttoac3:arid gdrrrarecxt anlulam d rise s�vace i*fu 1:E _ x 5.8eam weigftt=36 pt 1, Fp .,E--5-Design properties at ni 7 x 1 psi wher�.Cesize Factor per 2f1Q7tf3S GtuTarsr; 7 Rough duos opening assumes a maximum bearing length of 4-1 L2 irettes: C,x Z psi.€�- 4€I Else E,._ €: x �plc, , =veiitsme factor per Ml raps. ive S.Design at:rtesttriaf toad duration and dry SeEviCe member factor s assumes Ea he €_15 for ft e 3 user tber EattR cep€umber beams and 1:fS fcu cons fictions Fy=2AM psi;F,,=195 psi.Ex=1-8 x 106 psi. 2-member built-up lumber Geaass and gttslartz iiearns 9.Beam widths of 3'and 5 inches may be substituted for 3-1/8 and 5-1:/8 inches, t respectively,at the same tabit€atsd depth. of =Rough door opening Span ' roof ttesses - - �2Fi0d,ff'.4-Tile��'exrLf�txwetir6.v+: REVISIONS: LOCUS INFORMATION O NO. DATE DESC.. j cn 28 CURRENT OWNER: ALAN S. W. REED OVERLAY DISTRICT: WP _ PINE ST• TITLE REFERENCE: DEED BOOK 28502, PAGE 194 NITROGEN SENSITIVE _ m Q ZONE: ZONE II PLAN REFERENCE: , BOOK 228, PAGE 123 FEMA FLOOD rr- ZONE DISTRICT: "X", DATED 7/16/14 N ASSESSORS MAP: 248 PANEL #25001CO564J _ PARCEL: 170 w� 0 Q I MINIMUM LOT SIZE: 43, —560 S.F. C7 ZONING DISTRICT: RB LOCUS SETBACKS: FRONT 20' EXISTING LOT SIZE: 11,690fS.F. SIDE 10' CRAIGVILLE BEACH ROAD REAR 10' NANTUCKET SOUND LOCUS MAP 1 CERTIFY TO THE BEST OF MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. tN OF Mrs c � Q ' CR/JO AFIELD N wo -77 E PROFESSIONAL LAND SURVEYOR DATE } 4 1 GARAGE 1 FOUNDATION . I AS- BUILT N/F F' �- STEPHEN & DOROTHY CRESWELL N ASSESSORS MAP 248 x AT ' PARCEL 169 #30 ELLIOTT ROAD ' IN CENTERVILLE s8042. MAS SAC H U S ETTS 1 (BARNSTABLE COUNTY) I --CBDH OHW OHW ❑HW k � w 24.5' i FOUND ' _ _ I 51,2• w N l,W DECK bASSESSSNDORS'AP 248 SEPMMBER 49 2015 EXISTING SEP C cv PARCEL 167 to SYSTEM EXISTING Q i STOOP OOD FRAME N t HOUSE �\ #30 0) 3 ' Q' 2' BIT• �-- — z a RIVE INA BULKHEAD 1.0 6.8. 21.0' rf 'Uji W N W GARAGE fOUNDA71ON ALAN S. W. REED DEED BOOK 28502, PAGE 194 30,p w ' ASSESSORS MAP 248 it Cv PREPARED FOR: _ PARCEL t1,70 N ALAN REED ' o Z 11 FIRST WAY I042'ioti lls.os� NANTUCKET, MA 02554 N/F DONNA M. BARREIRO TR. 508 228-9493. ASSESSORS MAP 248 PARCEL 168 ALBER TI WA Y / . 11 B . EDITH"ROMANo 349 Route 28,Unit D ASSESSORS R MAP 248 West Yarmouth, Massachusetts 02673 508 778 8919 2015 The BSC Group, Inc. SCALE: 1" 20' 0 1.25 5 10 0 10 20 40 car PROJ. MGR.: CRAIG FIELD FIELD: P. HAGIST CALL./DESIGN: . P. HAGIST DRAWN: P. HAGIST CHECK: CRAIG FIELD FILE: 9950—CPP.DWG DWG. NO: 6326-01 SHEET 1 OF 1 JOB. NO: 4-9950.00 .