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HomeMy WebLinkAbout0188 FIVE CORNERS ROAD -- � � ., e � � � � � ! 0 o � 111! 4QECYCIfpCp IUPC 12143 ' � Ka�x�aoa.can ® Complete items 1,2,and 3. A. Signature ® Print your name and address on the reverse X E Agent so that we can return the card to you. dressee ® Attach this card to the back of tine mailpiece, B. Recei by(Printed Name) C. Datj of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different f item 1' Yes n *s- If YES,enter delivery address below: ,,Q,No 3 Li I qt(q, ;vt )RD014 C'eh-F�rUiI(e, 0<3103 II I�III�I I II ICI I II II II I I I IIII i II II I IIIII I III 3 Service Type El Priori Mail ri❑Adult edult Sgnatre Restricted Delivery ❑Registered MailRestted Certified Mail® Delivery 9590 9402 1933 6123 1428 50 Certified Mail Restricted Delivery *Betum Receipt for ❑Collect on Delivery Merchandise ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM 2. Article Number(transfer from service label) ❑Signature Confirmation �7 0,1'S°3 0 Ob 01 14 9 9 0 F8 6`1 I Restricted Delivery Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt USPSTRACIUNG# i First-Class Mail Postage&Fees Paid USPS 9590 9402 lip§�'%!',23 1428 50 United States •Sender:Please print your name,address,and ZIP+4®in this boF Postal Service TOWN OF BARNSTABLE BUILDING DIVISION 200 MAIN ST. HYANNIS, MA 02601 ' , - It' ' H NI it P) j; J 1 J � �- jeo _ y i I 1 f 7 Town of Barnstable OF THE 1p� do Building Department Services Brian Florence, CBO U���ING®Ep * &UWSTABLE • �' v MASS. g� Building Commissioner i6g9. �m 39 200 Main Street, Hyannis, MA-02601�N ®,l� www.town.barnstable.maxs OFgq�NS�, � Office: 508-862-4038 Fax: 508-790-6230 'Town of Barnstable Family Apartment.Affidavit I, being on oath,depose and'state as follows: M name is I am the owner/resident of the Y property located at: l 0b i°✓�. L/eS ,rz/ Al The following members of my family will be the sole occupants of the Family Apartment at the . aforementioned address: Name&relationship to owner: 4&, 6% r Name &relationship to owner �� / b • �� The Family Apartment will be the primary year-round residence for the above-identified family members. In the event that the listed relatives vacate said apartment, I will immediately note the Building Commissioner in writing. I understand that no subletting or subleasing of said Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the.Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to note the Building Commissioner immediately in the event of the sale of this property. r, I If there is no longer a'Family Apartment at this location,please explain: The apartment has been dismantled. The apartment has-been transferred to the Amnesty Program(Appeal No. ) Other Sworn to u r the pai sand penalties of perjury this. C 8 day.of 2019. Signature Phone Number Print Name q:forms/famaffid.doc rev 11/08/13 Town of Barnstable Building Department Brian Florence, CBO * RAMEMns� •� SC iN E Mnss. Building Commissioner ibg9. 1 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 Town of Bamstable Family Apartment Idavit I, being on oath, depose and state as follows: My name is M[C hA h , ��i 1 1 e l C� I am th own /resident property located at: LUf nej-- ' N�01 04F The following members of my family will be the sole occupants of the Family Apartment at the aforementioned address: Name &relationship to owner: Re-nee— 1 ok; -` mO oa_ OF TEE oNh1ce- Name &relationship to owner: G�o V _ F&� Ee_ OF T�AE 04 V_ The Family Apartment will be the primary year-round residence for the above-identified family members. In the event that the listed relatives vacate said apartment, I will immediately note the Building Commissioner in writing. I understand that no subletting or subleasing of said Family Apartment is permitted. I understand that I am required to file an Affidavit annually with the Building Commissioner listing the names and relationship of occupants in said Family Apartment. I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit and/or the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to note the Building Commissioner immediately in the event of the sale of this property. If there is no longer a Family Apartment at this location,please explain: The apartment has been dismantled. The apartment has been transferred to the Amnesty Program(Appeal No. ) Other Sworn to under the pains and penalties of perjury this day of 2018. Signa Phone Number Print Name q:forms/famaffid.doc rev 11/22/2017 Town of Barnstable Regulatory Services O�THE Richard V. Scali,Director. °* Building Division . AE&IX ' Paul Roma,Building Commissioner. n 9. 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 50&790-6230 Town of Barnstable Family Apartment Affidavit I,being on oath, depose and state as follows: My name is _ - I am the owner/resident of the - - ; - � ----�- property Ylocated at: (( h Vne. .er.-iA s l Thefollowing ,F I members of my family,will be the`sole occupants..of the Family Apartment at the aforementioned address: Name &relationship to ownerNe- ►e'C�`' v- ( Tn �-�w Name &relationship to owner: U`/ � u cj The Family Apartment will be the primary year-round residence for theabove-identified family members. In the event that the listed relatives vacate said apartment, IKwill immediately, cD note the Building Commissioner in writing. I understand that no subletting or subleasingof said Family Apartment is permitted. `r' I understand that I am.required to f le an Aff davit annually with the Building Commissioner listing the names and relationship of occupants in said Family Ap"artment.I also understand that I am required to comply with all conditions imposed by the ZBA Special Permit andlor the Town of Barnstable Zoning Ordinances Section 240-47.1 Family Apartments. I agree to note the"Building Commissioner immediately in the event of the sale of this property. If there is,no longer a Family Apartment at this location,please explain: r The apartment has been dismantled. The apartment has been transferred to the Amnesty Program(Appeal No. ) Other Sworn'to er e pains pid penalties of perjury,this N14z_ J-day of 2017. Signature Phone Number Print Name 'e� h I q:forms/famaffid.doc rev 11/08/12 Town of Barnsti ,�-�_04-20:L 11 - 58ct ,Regulatory Services _ .. Richard V.Scali,Director STABIA MAW. $ Building Division 0 39. iOrEo h� Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 AGREEMENT FOR FAMILY APARTMENT We Michah and Jillian Field,the undersigned, being the owners of property situated at 188 Five Corners Road, Centerville, MA holding title under a deed recorded with the Barnstable County Registry of Deeds in Book 29056, Page 245, being shown on Assessors' Map 168 as Parcel 111, hereby agree, certify, warrant and represent to the Town of Barnstable that the accessory attached apartment, which contains living quarters, is intended for use as a family apartment,for year-round occupancy. _ This unit shall be used for a"Family Apartment"`(as defined in Zoning Ordinances)which would require compliance with the Family Apartment Rules and Regulations. The family apartment unit must be occupied only by the roe owner or a members of the property owner's family as accessory to an owner occu ied single-family property rtY O P P rtY Y D' P g Y residence. Occupants of Main Residence: Michah and Jilhan Field Relationship to Owner: owners Residents of Family Apartment: Guy and Renee Toti Relationship to Owner: ?• mother and father in-law .' This unit shall not be rented as an apartment or as a single room,or in any fashion,whichlirental would be violation of the Town of Barnstable's rules, regulations, and zoning ordinances. Prior to occuincy of this unit affidavits reciting the names of occupants are to be recorded with the building department. This agreement shall bay updated whenever a change occurs or every calendar year. -� .This Agreement shall be duly recorded or-filed at the Barnstable County.Registry of Deeds/Land - Court for the purpose of alerting future owners of the property of this binding Agreement concerning the use of the property as herein stated. The consideration for this Agreement is the issuance of a building permit and/or certificate of occupancy'by the Town of Barnstable Building Department. WITNESS our hands and seals this 3 '— day of 20� A TOWN OF BARNSTABLE: z OWNE By, ���Y l • i e T mas Perry,CBO Jillian Field Buildmg Commissioner THE CONT.-I AT t Q SSACHUSETT BARNSTABLE COUNTY, SS Date, Ar Then-p�'r aalt'1 th above-named (owner),j /c�J�p;�. /e�i� l�c� l and - mad"e v_ataatk� 1t ��going instrument,before me. Notary is ;, �. �,t r My Commission Expires: �r� $Y� ,t� gsan,ple 4, �� �j. BARNSTABLE REGISTRY OF DEEDS " '�" John F. Meade, Register TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map-Am Parcel IJI Application 4 Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Z � Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis �cc�lz� Project Street Address LDS 6 Village 4e(✓d 1� / Owner P;j e-h + fib Address Telephone Permit Request =rs-A&-&ri J 6a dormo-s sc, ( Le Square feet: 1 st floor: existing i 777proposed 2nd floor: existing 7 U proposed Total new , S 17 Zoning District Flood Plain Groundwater Overlay Project Valuation AM 15d3U Construction Type Lot Size ��. Cs7'� S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure 9 7 7 Historic House: ❑Yes *No On Old King's Highway: ❑Yes ANO Basement Type: kull ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) �,O�t/ Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 3 existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: X Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes *No Fireplaces: Existing New Existing wood/coal stove: ❑YesXNo Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ exi21rina ❑ new size_ d Attached garage existing ❑ new size _Shed:*existing ❑ new size _ d5ler: 11:�, r 2 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ 0 V® A Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number — 3��, �l�5 Address )^'V i Zvn, S RLJ License # 1e M11 Home Improvement Contractor# Email le,�h 1 s �'�`/ �'`Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ���! FOR O OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION t FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL l., PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. the ComrfiorriveaIth of Massadiusetts . Depa rtzire7it o,f ritdugirial Accidents 1fjke ofInswtrgatiorts 600 Washingtou Street. Boston,M4 02111 i-PFPty.iliass..go v1dia Workers' Campensaf an.Insurauce Affidavit:Bmtders/CantractGrsMechicians/Plumbers Applicant InfGrmafraa 4 Please Print Le. 'bI Name II1�SS1 allT23$7aIlILnd" nag �C./`✓ �G Adam l V U / "e. Zrc/ -- Are ,you an employer?theekthe appropriate box: ' Type of project r I.❑ I am a employer with 4 ❑I am a general contractor and I YPe e J t im P� 6. ❑New canstrmctiosz employee's(full andlorpar# time)* have hired the sub�conitmctars 2.El' I am a sole proprietororpastner- listed on the attached sheet:. 7_ �Reiuodeling ship and have ao employees. These sob-cm radors have 8.,❑Demolition worldng for=a is any capacity. employees and hate woAlwrs' 9. ❑Building addition INo WP&E& COmp,inenrxnre comp.insl]ranmi required] 5. ❑ We are a corporation and its lfk❑Electrical repairs or additions 3_ 1 am a homeowner doing all work ofr'tcen have exercised their 1L❑Plumbiagrepairs or additions. myself-[No woikecs'comp- right of exemption per MGL 12.❑Roofrepairs ia= nce rewired]i c.152,§1(4k and we have na . employees:[No workers' 13.El other coup.insurance required_] 'AnyWffc=ttdmtrhedabox#1 must also ffiloutthe:sectioub compeasati npolicyinfommauon_ #Homeawners who submit ffms af6dax fi Indicating they are damn zU wodt anA tfimhim outside contmawswu submit anew affidavit indicating sacFi fCantnctors 1hTt ehea This boa must aitached aa.additional sheet shoving the none of the sntrccnt=&o r•and stee whether or not those a ddeshave emplayeas.Ifthesub•-contmctmshave emplq-L-e5,theymustpxovide their warken'camp.policy number- .1 am an employer that ispr4nrfd itg markers cangw.mafton irmirance for uzy employees Below is the policy arrd jah site itifbrazathm Insurance Company Name: Policy 4,txpelf-rns.Lie_414 Mxp onDate: Job Site Addre= QW/Stat'dr": Attach a copy of the workere compensationpolicy-decla`ration page(showing the policy number and expiration date). Faawe to secure coverage as required under Section 25A of MGL c 1572 can lead in the imiposi6on of rd-inal penalties of a fine up to$1,500_OD azrdfar one-yearinVririsormieut,as w&as civil penalties in the farm of a STOP WORK ORDERand a fine of up to$250-00 a day against the vioLtDr. Be adtdsed that a copy of this statement.maybe forwarded to the Office of Im�;est gati oms off the DIA,for i`msut aace coverage veriffcation- I do fifereby. catEfy minder to pa rns am 's ofgeduty f7rat flra inforr'wafiou prm rled a bola if trays amid correct Date: �iS'Itmafi* _ Phone Official use ctnty. Do not write in this area,to be caanpTeted by city artonwn offidat City or To-nu: Permitffikense# Imuing Authority(circle one): 1.Board of Health 7.Building Department 3.City1rown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Taformation and lastructions ; Massachusetts General Laws chapter 152 regon'es all empIoy=to provide worker'compensation for their employees. p to this fie,an e?nPloyee is defined as."_.evmypersonin the service of another under any contract of him, express or implied,'oral or wri� An.errFIoyer is defined as`°an mdiyidnA partnership,association,corporation or other legal eddy,or aaY two or more of the foregoing engaged in a Joint cab jpnse,and mclndmg the legal representatives of a deceased employer,or the receiver or t[ustee of an iadividnal,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;o=Tant of the - dwelling house of another who employs pcasms to do mamtE=ce,emsUnc;on or rnpai c work on such dwelling house or on the grotmds or bmldmg ajpu ttnartthereto shallnotbecanse of such employmentbe deemedto be as employer-" M- GL chapter 152,§25C(6)also sfdes that every state or local licensing agency shall withhold fhe issnance or renewal of a license or permit to operate a bmsmess or to cons fra A b�dings in the commonwealfih for any applicant who has not produced acceptable evidence of compTiancewith.the h1mrance coverage required_" Additionally,MGL chapter 152,§25C(7)states-leithes the coin mwealth nor;�ny of its political subdivisions shall enter into any contract for tlhe performance ofpubHO work unirl acceptable evidence of compIian ceyrith the insrranCB. re m emus of this chapter have lieu.presented in the cont xact i ag anih.orify_" Applicanf-s Please fill out the workers'compensation affidavit complet4y,by chmIdag the boxes that apply to your situation and,if necessary,supply sob-cont-actor(s)name(s), addresses)and phone numbers)along with their certdicafe(s)of (LI whn �lyesoherm mmu-ance. Linit�dLiabfl4Cmpames(LLC)orLimitedLiabffityPataershigs e e mmbersorpatnes,aenotridtocarryworkescompensationiasmmce IfanLLC orI.LP does have�ployees,a.policyisrequu-ed_ Be advised fiat this affidayif maybe submith--dto the Department oflndusirial Accidents for confirmation of fi sl - ce coverage. Also be sure to sign and date the affidavit!_ The affidavit should be7etnmed to!he city or town that the application for the permit or license is being requested,not the D epartmmf of Iedustrial Accidents. nould you have nay questions rtga dmg the Iaw or if you are required to obtain a workers' compensation policy,please call the:Deparfmm±at the nz®ber lisiz=d below. gelf-firmed companies should ent-r their self-m Rstance license number on the appropriate Imes. . City or Town Officials f _ Please be sore that the affidavit is complete and pried IegrbIy. The Department has provided a space at the bottom of th r,affidavit for you to fill out in the event the Office of Investigations has to conact you:regarding the applicant P leas a be sure to fill in the pent Iicrose ntnaber which wM be used as a reference number. In addition,an applicant that must submit rauNipIa penn1VUcm1sa applications is aay given year,need only submit one affidavit mdiCat711g cent or p olicy information.(:if necessary)and under`lob She Address"the applicant should write'all locations in (may town)"A copy of the-affidavit that has been officiaIly stamped or marked by the city or town maybe provided to the applicant as proof that:a valid affidavit is on f[Ic for fut m 'permits or licenses_ A new affidavit must be filled out each year.Where a home owner or eiiizen is obtaining a license or pc mit not related to any business or commercial Ttnturo e_ a dog license or permit to bum leaves etc_)said person is NOT required to complete thus affidavit The Office of Inyesligatio s would hie to thank you is advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's:address,telephone and tux m�er. '1a Cam maa alth of Masach • D�egactmont cif 1nd�ial Agents • Off�ce Qf jvegdgat o-�zE� Rastm,MA 0�1.11 Tf,-L 4,' 617-727-4900 iaxt 4-06 or I-977 M &AFE Fax f 617-`2'-7M KeYised 4-24-07 MM-- gagIdiR- AWC Guide to W,ood Construction in High Wind Areas:110 inph Wind Zorze Massachusetts Checklist for Compliance(780 cMR 5301.7-.1.1)1 Q Check Compliance 1.1 SCOPE Wind Speed (3-sec.gust) .........:..:...... ................. .......................... .......110 mph WindExposure Category................................................................... . .................... ...............................B 1.2..APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered'a story) stories 52 stories RoofPitch ........................... : .. . ...............(Fig 2) .....:................................... 512:12 MeanRoof Height .....................:........................................(Fig 2).................................................—ft 5 33' Building Width,W ..............(Fig 3 ' Building Length,L ' ........................(Fig 3)......................... ft <_80, Building Aspect Ratio(LM) (Fig 4 s 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................ 5 6 8 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....................................... ........................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general................................. ........(Table 4)............................................... - in. Bolt Spacing from endfjoint of plate ............................(Fig 5). ................................. in.5 6"—12" Bolt Embedment—concrete...............:........................(Fig 5).......................................:...... ...—in.�:7" Bolt Embedment—masonry.........................................(Fig 5): ........................................ in.>15" PlateWasher.......................................... ....... ....(Fig 5)...............................................z 3"x 3"x Y4" 3.1 FLOORS .. Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension................................ .(Fig 6). .............................................. ft 5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).......................... ......... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.:..............(Fig 7).....,..........................................:..._ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft 5 d FloorBracing at Endwalls.......................:............................(Fig 9).................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness .............................................. (per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening ............... able 2 d nails at in edge/ in field 4.1 WALLS Wall Height Loadbearing walls...............:........ .......(Fig 10 and Table 5)...........................—ft 510, Non-Loadbearing walls......... .................................. ...(Fig 10 and Table 5). ....................... ft s 20' ... Wall Stud Spacing ...............(Fig 10 and Table 5)................... in.:;24"o.c. Wall Story Offsets .....................(Figs 7&8)........................................... ft <_d 4.2 :EXTERIOR WALLS' Wood Studs Loadbearing walls...:...............................................:....(Table 5)..............................2x_-_ft in. Non-Loadbearing walls................................................(Table 5)..............................2x_-—ft—in.' Gable End Wall Bracing Full Height Endwall Studs............................................(Fig 10)..........................:....................................... WSP Attic Floor Length...............................................(Fig 11)...........:................................... ft>_W/3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................ ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............ ............... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 z 4 blocking @ 4 ft.spacing in.end joist or truss bays Double Top Plate Splice Length. ........................................................(Fig 13 and Table 6)................................... _ft Splice Connection(no.of 16d common nails) ............(Table 6). ..................................................... 'a t AWC Guide to Wood Construction in High Wind Areas:110 nWh Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)............a..................(Tables 7)..............:....................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)............................... able 8 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).................................._ft_in.5 SillPlate Spans ........................................................(Table 9).................................._ft_in.511' Full Height Studs no.of studs ....................(Table 9)........................................................ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)..................................—ft_in.512' SillPlate Spans...........................................................(Table 9).................................._ft--in.512" FullHeight Studs(no.of studs)....................................(Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 ..............................................................................._5 6'8" SheathingType.............................................(note 4)...................................................... Edge Nail Spacing.................................: in........(Table 10 or note 4 if less)....................... ' FieldNail Spacing ........................................(Table 10). ............................................. in. Shear Connection(no.of 16d common nails)(Table 10)....................................................... _ Percent Full-Height Sheathing.......................(Table 10)....................................................._% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest Opening2 " Sheathing Type.............................................(note 4).................................................... Edge Nail Spacing..........................................(Table 11 or note 4 if less) .................... in. Field Nail Spacing ........................................(Table 11). ................. in. Shear Connection(no.of 16d common nails)(Table 11)........................................... . ...... _ Percent Full-Height Sheathing.......................(Table 11)....................................................._% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.................................................. ......... .................................................... .. ....... 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19).............-ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12).............................................U= plf Lateral.............................................(Table 12).............................................L= plf Shear..............................................(Table 12)..............................................S= plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T= plf Gable Rake Outlooker.........................................(Figure 20)............._ft 5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14). ...... ...............................U= lb. Lateral(no.of 16d common nails)...(Table 14)......................................L= lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)............ Roof Sheathing Thickness........................................... ............................................ _in.z 7/16"WSP RoofSheathing Fastening...........................................(Table 2). ......................................... ........... _ Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e: Comer Stud Hold Downs per Figure 18a and Figure 18b- 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11, 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. it - \ i AWC Guide to Wood Construction in High Wind Areas:110 rnph Wind Zone Massachusetts Checklist for Compliance(780 CDIR5301.2.1.1)t 4 a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full.-Height . Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. 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 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -MEN THIS EDGE RE3r3 ON f ftAh11NG WE Sd NAU n n 11 /1 11 1 !I n 11 1 u 14 i l 11 11, 1 • 11 II 11 , tl n n I N M I[ 11 II 11 •{ 1 1 II 1 O r II 11 ..[[I N I Y 11 11,T 1 O H Ilit I. 0 Il Q 11 I11 h Jf 0 I W II In Irr Ir 1 11 Ir 0 II lu .1 Id I t Jt I r u F 1 1 ¢ 11 I r Itl 1 { 1 li 11¢ { (aj 11 I I FW„ II II 11 1 II II rt k 1 I II 11 11 . 1 f l I..k------1 1} 1 it II t DOU9LE EDGE ------ NAILSPACWG l ,o PA13Et a �a See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment ` S AWC Guide to Wood Construction in Sigh.Wind Areas:110 mph Wind Zoize Massachusetts Checklist for Compliance(7so Cmn 5301.2.1.1)` w0 c i zm I FRAMING MEMBERS EDC,Hl�ITERhAEDIATE I oil t f I ---------- -- - ------ - ---- STAGGERED - 3•MrJ. WL PATTERN w PANEL PAWL EDGE DOUBLE MAIL EDGE SPACW G DETAL Detall Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Food Construction in High Wind Areas:110 inch Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.7-.1.1)t FAQ*: WFCM Checklist Question: I understand if a new home is built in a town in a no mph wind zone then the American Forest,and Paper Association (AF&PA) Wood Frame Construction Manual can be used to prescriptively design it. I also understand that in some cases the home can be framed per the WFCM1oo mph Guide, if it meets certain requirements including but not limited to aspect ratio, roof height, number of stories, and exposure category (B). I have heard that Massachusetts has a "modified" checklist that can be used instead of the checklist at the end of the Guide. Is this true and what can you tell me about this "modified" checklist? Answer: You are correct on the items that you have noted. MA has modified the checklist in several important ways. The MA version allows a roof with a pitch up to and including 8 in 12 to not be "counted" as a story. Further it does not require steel hold downs and straps in many locations if full height sheathing is used as defined in the MA checklist. Further, if the building will have furring strips installed in the ceiling abutting the gable wall then 2 x 4s installed on top of the ceiling joists are not required. There are other changes as well that were not noted here. The MA version of the checklist was formulated in recognition of the highly regarded framing methods used in MA for many years and wood framing that has been used in North Carolina over the past 10 to 15 years which has performed well in severe hurricane weather in that state. *Answers to FAQs are opinions of the BBRS Staff and do not reflect official positions or code interpretations of the BBRS. �ZHE Town of Barnstable Regulatory Services '" Richard V.Scah,Director 039. ' Building Division Paul Roma,Building Commissioner t 200 Main Street,Hyannis,MA 02,601. 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 as Owner of the subject property hereby authorize to act on my behalf; r in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the'applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. t Signature of Owner Signature of Applicant Print Name Print Name Da te Q:FORMS:OyVNERPERMISSIONP00LS Town of Barnstable Regulatory Services , pUIKE Richard V.Scali, Director Building Division S aurNSrr,Asr�, Paul Roma,Building Commissioner MAM 200 Main Street, Hyannis,MA 02601 prFD h www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION _I Please Print DATE: JOB LOCATION: " number street village •HOMEowNER . /`'1l t � 36 -.41 3 name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to -be,a.one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. . The undersigned"homeowner"certifies.that he/she understands the Town of Barnstable Building Department minimum inspection•procedures and requirements and that he/she will comply with said procedures and - requirem Si ature romeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages (s)for hire to do such work,that such Homeowner shall act g ges a p erson as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed-person as it would with a licensed Supervisor.. The homeowner acting as'Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many.communities require, as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' T J!11s1 OF 1"ARNSTABLE Map /* Parcel Application Health Division `"n r�PW`° ` (� ' i Date Issued 1-to _1 1 Conservation Division � � Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis son Project Street Address �'a I-,✓� �,;�}U 610r-� Village Owner Address Telephone Permit Request � ") °rl hf ,L .,1�✓�r''� ihfs� �� l: GIf^`.6L G fit Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay fog" Project Valuation 101 CON Construction Type t '+ Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes No On Old King's Highway: ❑Yes -A . No Basement Type: Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 2 new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other A d� Central Air: ❑Yes No Fireplaces: Existing .1 New Existing wood/coal stove: ❑Yes ANo Detached garage: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ �� Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: j `�t< Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes to If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ! �11� ('io Telephone Num 46 Address �� rl,-V6 6(iJUS LJ License # ar6y), It' Home Improvement Contractor# Email i['_�^ Worker's Compensation # ALL CONSTRUCTION DEBRBS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ,�d�`� �• / DATE �� `��•�� v FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL FINAL BUILDING s DATE CLOSED OUT ASSOCIATION PLAN NO. The Cap momweakh afMasad UZ ��pr��r�eat�� n��Accidea� Orke� M.WSO'k-dfiam 600 Waslmsg�Strea Anton,MA 02HI 1PFP u.MMMg4"1 a Worlm s' Cuxupensaffim Insurance wit SBmld -dCk rn ers AppEcamt fioa .� Please F`ifid Env �Ad�essr p�� �',1�. (.�sr�ef;� ��G►Z1 � . Are you an employer?Checkthe apprapriate boor Type of project{recpaneq: I.❑ I ant a employes with. 4 0 I amp a general confractor and I 6. ❑Ness oonsbratKioa employees(fall a=/or patfime * have hiredthe . 2.❑ I am a sae proprietor orpartner- listed onthe aftwha s� 7. 0 Rem odeliag and have no i These soh-com�ractas have' �P � . Q� andhave s�o€kers' $ ❑Demalitioa . woddng Emma is any mpac ily `14 $ 9.`�Buildmg addlfiOrt jAT0 'Comp i ce Camp-tna�trarup �. We are a cmporatica and its 10-❑Electrical repairs or addi ons 3_ I ama homemmier doing all wad officers have exercised thek 11-❑Pivmbmgrepaim or additions of exempfion M MGL iassga>,ce c M §1t41 andwelmvena employees.(NO worms' 13.0't?ti w Cam iasmarm -1 'day sgp&�t6�at cbe�s boat test aLsn ffiothe sachioabe7asv�raRiug$ieQtaaaices}mmpeesabaupcIicgi � # e06�e6W77Dsab=tdosd davit �ex�� slfsra¢icaid�eal�xeaatad�coatmc�s�stsubmitanetva�d�tmdi�sadi fCaat�cmg�S2 ecklh&boa mast atfsdsed sasddid-1 shed sh=iagthenM"eof the s¢b-ca rd stdaut el M®rnvtftw a hzv� ewbyem if&a mz-c atxa_ �hmve=pIQ9ee%fiLey pmvide&eir •R � lam art ecriplqer f7wtisprqurdutg ivarkers'c vmpensd ivrt i sruartcs jvr xcy empta3 BeIasv is f�hepvFicy arrd jQla she €uforrrs�finn , Iasura=eCompanyName: ° -P lky 4L or Self-inL Lic_ Expiraiou Bate: Job Site Address: City/State/Zip. Attach 2 copy.of the warkers'coatpensationpolicg declaration page(showing the policy mtomber and e=paatioa date). Faih we to sects Coverage as regsiuedunder Section 25A cf MQ.c.L52 can lead fo the imposidioa of cdminl pettaities of a fine up to$UOD tD and/or one-geersmprisononm3k as well as dsvd pen Nes,,n Ile fornt of a STOP WORK€}RDERand a froe of up to$25M a day agaimstffie violator_ Be advised that a Copp of this statens snag be fsasvwded to the Offim of 1mvestgations ofthe DIA for inswmam coverage cut Ido Daily Cott y n tits ' andproaffies�pcIku °'fkatthe informatzmprovi�Wnhom ig bars and avrrect " - � -� G Pb=e rk 02isid am anly. ,go r urt write in fids areq,€a be 6ngpfetad by cify arrtairn a,,Yk'at City or Town: Pe;rmsbT iceose# Lssiring Amf kar€ty(Cade one): L Board of Mal&I Bing Dq 3.Cdylrawn C&xk 4L Electrical hupector S.Phunbing Fnspecfmr C.Other Cosataet Person: Phi 6 lJ: •'•: -.IfI.�lA - ■�-'- ..:••ice. �•■■,�•. I �rlt. ■•�.R 1• .1 • ■- •••1■��■, r.l■tl■�'.■ ..■•R t.t [■- • •1■tl. • �- •n •_.tl •. [. 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Ir:n. •1 •• o r ■ u.. 1 •t 7- to 121551 - t�m Ia • ►ila ■ _ G■a.• t uu ,- ;71�• ■ 1 - .■ n •►.iJ - ••n - r••.r • IIIIt/�■ •.r n n: ►if.� n .i,n• 1 .• p Ell Ink I i• .•In - �t v' • ■w .71 � �■•n �■ !! r.lr/1. Wit- ■/ it■. ■' . ■■ - • 1 •�••I• :1.■/ •'.■ • .•" t• .■.n •.t t. ■ _t.ri •1 a■, r...:s ..■.l. :.a■ .■• ■ •a ■ .n' •■i.••7■ it■- O i+•:1 an 1t : ••t ir.R ■" �...I■ .R t Y--! ■IIIt.. AWC Guide to Wood Construction in High Wind Areas:I10 mph.Wind Zone Massachusetts Checklist for Compliance(780 CIMR 5301.2.1.1)' Check 1.1 SCOPE Compliance. WindSpeed(3-sec,gust)...............:.......:...........................................».............:.................._............110,mph Wind Exposure Category................................................................ :..............»:..................... ...........:...»....B 1.2 APPLICABILITY Number of Stories .......................................................... .(Fig 2)........................ stories 5 2 stories RoofPitch ..................... .. •tag 2) ..................................... 512:12 _ MeanRoof Height .......................................:......................(Fig 2)»............................................... ft 5 33' BuildingWidth,W..............................• ......._.............(Fig 3).... ....-........._......»:..... Building Length,L ................... ...... .•------- *...... ... *.... .(Fig 3). .................... .. —ft 580, Building Aspect Ratio(L!W) ..............:... (Fig 4)..............:'................... Nominal Height of Tallest Openings ................... ..................(Fig 4)...............................- - --- 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.. ..................... .. ................ ............................».....»........•-_...»..................». 2.2 ANCHORAGE TO FOUNDATION"3 _ 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alterative in concrete only BoltSpacing-general..........................................(Table 4).............................................» in. Bolt Spacing from endroint of plate ..(Fig 5)..............._. in.5 6"-12" .......................... ......... Bolt Embedment-concrete.............:.::_....:.......:.........(Fig 5)..............»................................._in.z 7" Bolt Embedment-masonry.........................................(Fig 5)................:........................... in.z 15' PlateWasher...............................................................(Fig 5). ...:..............................a X x Y x'/," — 3 3.1 FLOORS Floor framing member spans checked .......:......................(per 780 CMR Chapter 55)...........................:......:. _ Maximum Floor Opening Dimension...........»:................. .(Fig 6).............................._ft 512'or L/2 or W/2 _ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..................................».... Maximum Floor Joist Setbacks -- Supporting Loadbearing Walls or Sheaiwall................(Fig 7).................................'.................... ft 5 d Maximum Cantilevered Floor Joists — -- Supporting Loadbearing Wails or Shearwall................(Fig 8)..::.......::...........:.......�.........::....... ft 5 d Floor Bracing at Endwaifs...................................:...........:..(Fig 9):..........:..»:..:..:...............:....::...:.................. Floor.Sheathing Type ..............................:.........................(per 780 CMR Chapter 55).................................... _ Floor Sheathing Thickness.................._................-............(per 780 CMR Chapter 55)...............:....... • in. Floor Sheathing Fastening.........:::..........................:...........(Table 2).._d nails at In edge 1 in field 4.1 WALLS Wall Height 'L Loadbearing walls..........................................:.............(Fig 10 and Table 5)..............,.,._......: ft s to, Non-Loadbearing walls........... Wall Stud Sparing ».......:........................:...(Fig 10 and Table 5)........-................:._ft 5 20' .....(Fig 10 and Table 5)..... Wall Story Offsets r » (Figs ................................ —in.s 24"o.c. — •( 9 7$8) It 5d 42 EXTERIOR WALLS' Wood Studs Loadbearing walls....................... ..........................(Table 5)..............................2x_-—ft—in. Non-Loadbearing walls........:...... ...........................(Table 5)..............................2x -_ft—in. Gable End Wall Bracing 1 — Full Height Endwall Studs..:................:...................:....(Fig 10)....,................................. .......................... WSP Attic Floor Length.....:..................:......:................(Fig 11).............. ................................ —ft>W/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)......._............... ft z 0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c_ (Fig 11 • Double Top Plate Splice Length ................... (Fig 13 and Table 6)..................................... ft Splice Connection(no.of 16d common nails)..............(Table 6).................... t, AWC Guide to Wood Construction in Nigh Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Watt Connections Lateral(no.of endnailed 16d common nails)..._.........(Table 7)........................................................ Non-Loadbearing Wall Connections Lateral(no.of endnaffed 16d common nails).._...........(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ....................................................:...(Table 9).................................. It_in.s 11' Sill Plate Spans ._..._......................................._.......(Table .................... ft_in.s 11, Full Height Studs(no.of studs)...................................(Table 9)..................................-..-_-.—............... — Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans................................ . .......................(Table 9)................................. _ft_In.51Z Sill Plate Spans.... able 9 .. _ Full Height Studs(no.of studs),... tuds)... ..............................(Table 9).................................................. Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................................................... s 6'8" SheathingType..............................................(note 4)...................................................... — Edge Nall Spacing.........................................(fable 10 or note 4 if less)......................_. in. Field Nall Spacing --�p g..........................................(Table 10).............................................. in. _ Shear Connection(no.,of 16d common nails)(Table 10)........................................................ _ Percent Full-Height Sheathing........................(Table 10)................................................... 5%Additional Sheathing for Wall with Opening>6S"(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest Opening2............................... .......................................... _� SheathingType........................................_ (note 4)...................................................... Edge Nail Spacing.........................................(Table 11 or note 4 ff less)......:................. in. _ Field Nail Spacing..........................................(fable 11)......... ........................................ in. Shear Connection(no.of 16d common nails)(Table 11)........................................................ _— Percent Full-Height Sheathing.......................(Table 11).........................._.....-.----...........-.. % _ 5%Additional Sheathing for Wail with Opening>6'8"(Design Concepts).............. Wail Cladding — Ratedfor Wind Speed?.............. ............................................ .................... ....._................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) _ Roof Overhang .................................................. (Figure 19)........... _ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls — Proprietary Connectors Uplift...............................................(Table 12)............................................U= pif _ Lateral ....... able 12 Of(T }............._...............................L=Shear............................ ......(fable 12)....---........................ - plf Ridge Strap Connections,If collar ties not used per page 21.....(Table 13)..............................T= Of _ Gable.Rake OuffDoker.........................................(Figure 20) —ft s smaller of 2'or L/2 ........... .............. Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift_..............................................(Table 14)............................................U= lb. Lateral(no.of 16d common nails)...(Table 14)...............................k...:.:L= lb. _ Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).-................ _ RoofSheathing Thickness........................................................................................_•in.Z 7/16-WSP _ Roof Sheathing Fastening...........................................(Table 2).........--................._.-..............._......... Notes: — — 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.Z1.1 Item 1.if the checklist Is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5. b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. Ail Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a. 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate In exterior walls shall be a minimum 2.In.nominal thickness.pressure treated#2-grade. r' AWC Guide to Hfood Cona-frrradda zrr){i Ti H adAra=110 mp rr ff rMd zGnc . • Massachusetts Checkligt for Compliance(ng CIA:RS3.ol�:t)r - 4. a_ From Tables ID and 11 and ior-ation of wall sheafhIng and Bu ldiW Aspe Rafio,de ermine Penn t Fu6-HeSghi Shearing and Md Spacing requirenmsrfs - b. Wood Strict z-aa l Panels shd be n*ft,un th3drness of 7116'and be instaned as fonwa-x is Panels shall be instaDed WD strength axis para ial to surds: I Id horbnial jokft shag oczr aver and be naked to framing. ¢l. be atiached to botfnm plays and tap.inember orthe double --- — top, - ---------_._---- _---H Dn htm.sbry Pain shaux-ahataw to the tap membernMe upper double to plate and to band joist at brim of panel.Upper affadunent of lower panel shall be made to band joist and lower attachment made to lowest plate at first fioorframirig. v. Hort nnfaf nall spacing of dm ble top plate, band joists,and girders shall-be a double row of ad - staggered at 3 inches on cerbr per tigw-es bellow:Val and Hrdzonfal h wThg for Panel Aiiachment S. Glazing pmte a a)rew house orhQrtmnWadMon—required 1fppject1�-1 mMe nrclasErta shore(generaily,south of Rie_23 or north of Rfe.6) b)vwfical addMon—not requid unless there is e:t renmr-don to 1ha fast flocs c)replac nerfiiHdows—needs energy►conse3vafion campftarrce only(chap 93) rL l►►raod Frame Cor stuaflon Manual MFCM)for 110 MPH, Expnsure$may be obiained from tha Arneri�n WDad Cduncrl (AWb)wahsRa. , i� l - - - 1, i{ ' l + 4 o 91 Lt 11 + t tr I= ii 1�a L"ls 1 mricl r AL tt t, r i 1 £aTmtlC17['TT= — ll LE . nr it it ► _ • l t a t pj - � � — .'I+ISt '= li j * - t ltl t t •e rl . .11 iIL - -2Z4�Y,4I78� - � PJCI•P� •• , Sea Bala on N.Md Page Yerffcal and Horvmn{aI hlarTng for Pand Attachment Vernml And Jiw z�Naifmg fof Pane!Atsrzt rz ant - - Town of Barnstable Regulatory Services dF Richard V.Scal4 Director Building Division Paul Roma,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.as Office: 509-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION f DATE: Please Print JOB LOCATION: i qu / 1✓e number StIvet village "HOMEOWNER": name home phone# work phone# CURRENT MAILING-ADDRESS: I�� f!✓t' Ld��'�� R6b city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER- Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be,considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other -s applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements Signature/of lifomeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply4ithf1he ' State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required . shall be exempt from the-provisions of this section(Section 109.1.1-Licensing of construction Supervisors); - provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act . as supervisor. - Many homeowners who use this exemption are unaware that they are assuming the responsibilities of .a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require, as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Town of Barnstable Regulatory Services ` '" M ` Richard V.Scali,Director. Building Divisio Paul Roma,Building com issioner 200 Main Street,Hyannis, 02601 www.town.barnsta e.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property er Must Complete and This Section If Us' A Builder I , as Owner of the subject property hereby authorize to act on my behalf in all matters relative to work authoriz d by this building permit application for. (Addr s of Job) **Pool fences and alarms are e responsibility of the applicant Pools are not to be filled or u ' ' ed before fence is installed and all final . P are ons ins ecti performed and accepted. P P Signature of Owner Signature of Applicant. Print Name Print Name Date Q:FORMS:OWNMERMISSIONPOOLS `oFWETy Town of Barnstable Building Department-200 Main Street F MA33. a 'OrfoMa� Hyarinis, MA 02601 Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-2016-0077 CO Issue Date. 12/23/2016'_ Parcel ID: 168-111 Zoning Classification: RC Location: 188 FIVE CORNERS ROAD, Proposed Use: 1.010 CENTERVILLE Gen'Contractor: Permit Type: Residential Comments: Family apartment O Building Official Date: � ry I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map_ PP �� Parcel Application # w I 00 7 � Health Division /NQ O��rDate Iss ued W nn Conservation Division JAA(® Application Fee U Planning Dept' SOW Op 29 1S Per , it Fee77 Date Definitive Plan Approved by Planning Board BgRNSTq�C� Historic - OKH _ Preservation / Hyannis , ,t Project Street Address $� �i✓G co�6ve�S 6 e- Village MA Owner i l i clle, el Address ISS f ae, Gofr/ s L4 LG nktyd!(f, T Telephone 019" - Ll 0 !S; 3 Permit Request -fin I-At / G,I 4l1 I h11 �] • c��l®✓C ex C�.r c.�X � 1-�� �1�����M 2 1S � �DUS a 'Fbf iN /1Q G( mtoi AOVS IN 11C:�'W�J F,J :Zil L./ ` �Hrll�►Pml �7 V V .Square feet: 1 st floor: existing U proposed d`1 2nd floor: existing proposed Total new l S(7 Zoning District Flood Plain Groundwater Overlay Project Valuation$16D+ttD�Gv Construction Type Lot Size �3� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family, ❑ Two Family Multi-Family (# units) Age of Existing Structure M7 Historic House: ❑Yes 0 No On Old King's Highway: ❑Yes X No Basement Type: X Full ❑ Crawl ❑Walkout ❑ Other p Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 1 gg Number of Baths: Full: existing ;91 new Half: existing new Number of Bedrooms: existing I new Total Room Count (not including baths): existing 7 new I First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes No Fireplaces: Existing XNew Existing wood/coal stove: ❑Yes 9 No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑Peck ❑ new size_ Attached garage: existing ❑ new size _Shed: existing ❑ new size _ Other: Peck Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes )(No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name I e- J�Gf' Telep hone Number Address ng . l,✓G License # MADAo 3 2 Home Improvement Contractor# Email 1� �y GPI Ia,��S� °w Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO it SIGNATURE DATE FOR OFFICIAL USE ONLY r - ` APPLICATION# f DATE ISSUED MAR/PARCEL NO. t R ADDRESS VILLAGE OWNER ' F k- DATE OF INSPECTION: FOUNDATION P FRAME -4 9A i d�O INSULATION FIREPLACE F' ELECTRICAL: ROUGH FINAL z • x PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING. F D.ATE'CLOSED OUT 'c ASSOCIATION PLAN NO. Town of Barnst� '� i4 F•s 1' c � Eo 04-2016 Regulatory Services Richard V.Scali,Director w snxxsres[e, M'M• Building Division 1639. ♦0 'OlFn Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 .Office: 508-862-4038 Fax: 508-790-6230 AGREEMENT FOR FAMILY APARTMENT 1�1` .A . We Michah and Jillian Field,the,undersigned, being the owners of property.si uated at 188 Five Corners Road, Centerville, MA holding title under a deed recorded with the Barnstable County Registry of Deeds in Book 29056,Page.245,being shown on Assessors' Map 168 as Parcel 111,hereby agree,certify,warrant and represent to the Town of Barnstable that the accessory attached apartment,which contains living quarters, is intended for use as a family apartment,for year-round occupancy. Th is unit shall e use or a"Fame y partment" as e . e m Zoning Or mantes which would require compliance with the Family Apartment Rules and Regulations. The family apartment unit must be occupied only by the property owner or a member(s)of the property owner's family,as accessory to an owner=occupied single-family residence. Occupants of Main Residence: Michah and Jillian Field Relationship to Owner: owners C Residents of Family Apartment: Guy and Renee,Toti Relationship to Owner: mother and father in-law CIO w VJ3 This unit shall not be rented as an apartment or as a single room, or in any fashion,whichlrentalmoul_d be violation of the Town of Barnstable's rules, regulations, and zoning ordinances. Prior to occu*cy of this unit affidavits reciting the names of occupants are to be recorded'with.the building department. This a"Feement shall bay updated whenever a change occurs or every calendar year. This Agreement shall be duly recorded-or filed at the Barnstable County Registry of Deeds/Land Court for the purpose of alerting future owners of the property of this binding Agreement concerning the use_ of the property as herein stated. ' The consideration for this Agreement is the issuance of.a building permit and/or certificate of occupancy by the Town of Barnstable Building Department. WITNESS our hands and seals this day.of iait-"v Gc t 20/� TOWN OF BARNSTABLE:. OWNS By: 9 T mas Perry,C13 Jillian Field Building,Commissioner THE COM � SSACHUSETT BARNSTABLE COUNTY,SS Date _ I� ,1 / _ . / 4�J. nJ4 1�� ! and Then.- yr aa �''a ias h dove-named (owner),/'` c made—.oaastregoing instrument,_before me. Notary is —= s M Commission E fires: #qX y, Y XR gsarr►pl� .'f.,�rt,- �H� .`� � BARNSTABLE REGISTRY OF DEEDS `��,:�.- John F. Meade r , Register The Commonwealth ofMassachusefts Department of Indurtd&Accidents Office of Invesdgations 1WJ 600 Washington Street Boston,MA 02111 www.mass govMa Workers' Compensation Insurance Affidavits Builders/Contractors/Electrici.ans/Plumbers Applicant Information Please Print Legibly" Name(Businesslorgani�atioatlndividua : McU r),el(P Address: ive, 4r,'JWS City/State/Zip: Ler-& V i l l f- / '1 r 1 Phone#: '3(V 1- 6 3 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 employees(full and,ior part tune).* ° have hued the sub-contractors 6• ❑New conshvction 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have 8. 0 Demolition working for me in any capacity. employees and have workers' [No workers'comp.iomraace comp.msn-ance 9. Building addition required.] • 5. We area corporation audits 10.0 Electrical repairs or additions 3. I am a homeowner do' all work officers have exercised then 11. Plumb' I , � t of exemption.per MGL � �repairs or additions myself-[No workers'comp. . � p 12.0 Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' I3.❑Offer comp.msvrance required..] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy inforMation_ t Homeowners who submit this affidavit indicating they are doing all work and then hits outside cdntractors must submit anew affidavit indicafing such. Contractors that cbeck this box mast attached an additional sheet showingto name of the sub conhzctnrs and she whether or not those entities have ` employees. If the sub-contractors have❑mployccs,they mast provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the polity and job site informnAon. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiation Date: Job Site Address: City/St3te/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment;as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify un thheppains and penalties ofperjury that the information provided above is true and correct: Si atztre: Date: J 4 Phone#: q0 3. Official use only. Do not write in this area to be completed by city or town ooicW City or Town: PermitlLicense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Towu Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. pmmiant-to this statute,an employee is defined as"..;every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appiztenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant Who has not produced acceptable evidence of c6mpliance with the insurance.coverage required.'' Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance. requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone number(s) along with their certificate(s)of inn rance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LIP)with no employees other than the members or partners,are not required to cagy 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 iu rrance 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 Iadi,Ll ial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-m suran ce license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant_ Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant sho»ld write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to buns leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth of Massachusetts Department of Industrial Accidents office of javestigatiow 604-Washiz Qn st=t Boston,MA 02111 TO.#617-727-4900 -.) t 406 or 1--877 MASSAFE Fax#f 17-727-7749 Revised 4-24--07 w .mass_govfdia Town of Barnstable Regulatory Services txe rgcy,L Richard V.Scali,Director °^ Building Division * aaxxszA.BM Tom Perry,Building Commissioner 9Q� 16s. v 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION DATE: /I-- Please Print �,���t� JOB LOCATION: I D q i�e, (z<jv�S ab cirAno d Ie, number ,�,ii street(� 'a village ..HOMEOWNER": �\C.1 name p - home phone# „ work phone# CURRENT MAILING ADDRESS: {�� t'1✓�i. et_S vt wag city/town state z code n The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINMON OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws;rules and regulations. _ The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection proced r ements and that he/she will comply with said procedures and requirements. Sij�aturu&Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109-1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules &Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,,our Board cannot proceed against the unlicensed person as it would with a license_d Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\E)TRESS.doc' Revised 061313 1 ' THE Teti Town of Barnstable Regulatory Services i*t h 9anxr' E MASS. Richard V.Scali,Director 16.19. o;9. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized bythis building permit application for. (Address of Job) "Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:O\VNERPERMISSIOI\TPOOLS I 1�� `1�J E A WC Guide to Wood Construction in High Wind Areas*,.1-10 mph Wind Zone Massachusetts Checklist for COmpliAll C�e (78 MR 5301.2.1.1)' Check 1.1 SCOPE Compliance Wind Speed(3-sec:gust)............................. Wind Exposure Category...... ............ . ....... ... .................................................110 mph ......................... -1 ........................................................... B 1.2 APPLICABILITY Number of Stories:(a roof which exceeds'.8.in 12 slope shall be considered a story) Roof Pitch ............................................................................(I Fig 2) ..........I............. Z_stories :5 2 stores Mean Roof Height .... .................... I 1 5 12:12 ..........................................................(Fig 2)........................................... . . . ft , , Building Width,W................................................................(Fig 3)................................. ............... . . . 14 :5 33' Building Length, L ....................................*...... (Fig.3)................. 2,4 ft :5 80. Building Aspect Ratio(L/W) ................... ..................................9-+r,ft :5 80' g2 *...... (Fig 4).......... 11 5 3:1 Nominal Height of Tallest Openin ............................(Fig 4)......... ....................................... i, ........................................ 7 < 6'8- 1.3 FRAMING CONNECTIONS General compliance with framing connections.. ..................(Table 2).......... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.................. ........................ Concrete Masonry................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNbATION'.3: 518"Anchor Bolts imbedded or 5j8'Proprietary Mechanical Anchors as an alternative,in concrete on.I Bolt Spacing—general .......................I........... ........(Table 4)............................. joint of plate ............................(Fig 5)...................................... Bolt Spacing from end/i ........ in. Bolt Embedment—concrete in.:5,6"—12" Bolt Embedment—,ma.sonry........ .(Fig 5);..................................................Z in. .................................(Fig 5).......... Plate Washer................. ...... in.2:15" .......................... .....................(Fig 5)................................................2�3-x 3-x V4' 3.1 FLOORS Floor framing member-spans,checked ................. .........(per 780 CMR Chapter 55)..................... Maximum Floor Opening Dimenpion................................... ............... (Fig 6)... ......... •5ft:5 12' Full Maximum Wall Studs at Floor Openings less than 2'from Exterior Maximum Floor Joist Setbacks ................................ Supporting Loadbearing Walls or Shearwall.,,,,,,,,,...—(Fig 7).................. Maximum Cantilevered Floor Joists .................................. ft :5 d Supporting Lqpdbeafing Walls or Shearwall................(Fi Floor Bracing.at Endwalls... g 8)..... ............................................._6ft :5 d (Fig 9)..... Floor Sheathing Type ...................................... ..................(per 780 .............................. 55)........................ .Floor Sheathing Thickness ...................................... Floor Sheathing Fastening..' ...........(per.780 C�R Chapter 56)........................ in. ................................................(Table 2)...-D—d nails at—r,,—in edge _l�n field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)............... ft :,5 101 Non-Loadbearing walls................ ..................... • ...*...—(Fig-10 and Table 5)...........................----__aft :5-20' Wall Stud Spacing ........................................................ Wall Story Offsets (Fig 10 and Table 5)................. o.c. ........................................................(Figs 7&8)................................. ft :5 d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5).......... Non-Loadbearing walls..................... ...*.................2x J9 -Zft in. ...........................(Table 5)..............................2xjr.L-- Gable End Wall Bracing' n. Full Height Endwall Studs............................................(Fig 10).............................................................. WSP Attic Floor Length...............................................(Fig 11)...................................... .... ........ ft 2:W/3 Gypsum Ceiling Length (if WSP not used)..................(Fig 11)............................................ and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c....-(Fig 11)............. .. ft ........ ................. ......................?0.9W or 1.x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking g4 ft. spacing in end joist or truss bays 7— Double Top Plate Splice Length ........................................................(Fig 13 and Table 6) Z Splice Connection (no. of 16d common nails).............(Table 6) A J AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)l Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)...................................................... 2. Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)........................................................ 2— Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).................................. ft in.<_11' _� Sill Plate Spans ........................................................(Table 9). .....� O ft O in.5 11' Full Height Studs (no.of studs)...................................(Table 9)........................................................� Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans..................................................•-•........(Table 9)...................................� w <_ft_in. 12' Sill Plate Spans.............:.......................... ........... ...................(fable 9)............. .........._(,ft C in.<_12" Full Height Studs(no.of studs)....................................(Table 9).......................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W tI Nominal Height of Tallest OpeningZ .......................... 5 6'8" Sheathing Type.............................................(note 4)...................................................... LJ P �G Edge Nail Spacing..................................7......(fable 10 or note 4 if less)..............:.:...... in. Field Nail Spacing ................... able 10 .............................. .................. i Z in. v Shear Connection(no.of 16d common nails)(Table 10)...:.................................................... 4 _L� Percent Full-Height Sheathing.......................(Table 10)..............................:....................10 ./ 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)..................... ---- Maximum Building Dimension,L Nominal Height ofTallest0 enin Z .........................................................(m6'8" SheathingType..........:........................... ......(note 4)..................................................... Edge Nail Spacing.........................................(Table 11 or note 4 if less)..:.................... in. v Field Nail Spacing able 11 ........... .................................... 1Z in. i Shear Connection(no.of 16d common nails)(Table 11).........................................................`f- ✓' Percent Full-Height g g.................:.....(Table 11).....................................................Z7% ht Sheathing .� 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts).................::.. Wall Cladding Rated for Wind Speed?............................................................. 5.1 ROOFS Roof framing member spans checked?......................:'(For Rafters use AWC Span Tool,.see BBRS Website) Roof Overhang .........:.....................:_................:..(Figure 19)............. oft<_smaller of 2'or U3 1� Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift .............: (Table 12).............................. C1 9 plf ✓' ....................••......... ........... Lateral.............................................(fable 12).............................................S- plf Shear..............................................(Table 12)............................................. `=P Ridge Strap Connections,if collar ties not used per page 21... (fable 13) T=LL�t plf Gabie Rake Outlooker..................: ......................(Figure 20)............. Oft<smaller of 2 or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= Lateral(no.of 16d common nails)...(Table 14)............................ ..........L= t lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59)............ Roof Sheathing Thickness........................................... ..............................................�in.>_7/16'WSP v Roof Sheathing Fastening able 2 .•••.• Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 11.0 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. .The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. viZve j Coore, COtilT gi47�c3�� �-� AWC Guide to Wood Construction in High Wind Areas 110`m h Wind Zone Massachusetts Checklist'for Co pliahce (780 CMR 5301.2.1.1)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 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All'horizontal joints shall occur over and be nailed to framing. iii. 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 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -W9 iETd THIS EDGE RESTS ON FRAMING U5£8d NAILS 'AT 6"dr- llr-- 1i 11 II 1/ t Y 14 1 11 11 1 I 11 11 1 - 11 11 11 N H It F ii 6r.. Dit CL - 11 It 93 ii li 1 It tJ - " 11 41 :1 , tl 11 W W la ? n n 11 NA&SPACING PR}iEL_ rt t v See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment a AWC Guile to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(78o cmx 5.301.2.1.W �a t t t t i t3 t t na t) I1 FpMAING MEMBERS B r r i EDGERtTERhtEDWT� t. . Sam TIVIKt � STAGGERED 9'M—K HNI-PATTERN pgA1EL PA1GEL EDGE DOUBLE NAIL EDGE SPACING DETAL Detail Vertical'and Horizontal Nailing . for Panel Attachment BeamChek v2013 licensed to:Giampietro Architects Reg# 7124-1030 CBD-Field House Addition Girt-2 Date: 11/13/15 Selection W 14x 26 36 ksi Wide Flange Steel . Lateral Support: Lc=5.3 ft max. Conditions Actual Size is 5 x 13-7/8 in. Min Bearing Length R1=0.9 in. R2=0.9 in. (1.0) DL Defl= 0.08 in Recom Camber=0.12 in Data Beam Span 17.0 ft Reaction 1 LL 6331 # Reaction 2 LL 4905# Beam Wt per ft 26.0# Reaction 1 TL 9239# Reaction 2 TL 6900# Bm Wt Included 442# Maximum V 9239# - Max Moment 38933'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/747 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear in2 TL Defl in LL Defl Actual 35.30 3.55 0.27 0.19 Critical 19.66 0.64 0.85 0.57 Status OK OK OK OK Ratio 56% 18% 32% 34% Fb (psi) Fv(psi) E (psi x mil Values Ref. Value Fy 36000 36000 29.0 Ad'usted Values 23760 14400 29.0 Adiustments YP Factor, Lc 0.66 0.40 At Point Loads: Provide these minimum bearing lengths in inches or provide web stiffeners. B=0.9 Loads Uniform LL:420 Uniform TL: 546 =A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1576 B=2247 8.0 315 H =521 0 8.0 NO.401 H Uniform Load A Pt loads: 0 R1 =9239 R2=6900 SPAN= 17FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2013 licensed to:Giampietro Architects Reg# 7124-1030 CBD-Field House Addition ' Girt-1 Date: 11/13/15 Selection W 14x 26 36 ksi Wide Flange Steel Lateral Support: Lc=5.3 ft max. Conditions Actual Size is 5 x 13-7/8 in. Min Bearing Length R1=0.9 in. R2=0.9 in. (1.0) DL Defl= 0.12 in Recom Camber=0.18 in Data Beam Span 17.0 ft Reaction 1 LL 7702# Reaction 2 LL 8111 # Beam Wt per ft 26.0# Reaction 1 TL 11250# Reaction 2 TL 11668# Bm Wt Included 442# Maximum V 11668# Max Moment 49400'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/543 LL Max Defl L/360 LL Actual Defl L/792 Attributes Section in3 Shear in2 TL Defl (in) LL Defl Actual 35.30 3.55 0.38 0.26 Critical 24.95 0.81 0.85 0.57 Status OK OK OK OK Ratio 71% 23% 44% 45% Fb (psi) Fv(psi) E (psi x mil Values Ref.Value Fy 36000 36000 29.0 Adjusted Values 23760 14400 29.0 Adjustments YP.Factor, Lc 0.66 0.40 At Point Loads: Provide these minimum bearing lengths in inches or provide web stiffeners. B=0.9 Loads Uniform LL: 500 Uniform TL: 650 =A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 2063 B=2956 14.0 375 H =605 0 14.0 knot* H Uniform Load.A Pt loads: 0 0 R1 = 11250 R2 = 11668 SPAN= 17FT Uniform and partial uniform loads are Ibs per lineal ft. a f BeamChek v2013 licensed to:Giampietro Architects Reg# 7124-1030 CBD-Field House Addition second flr.beam-2 Date: 11/13/15 Selection (2) 1-3/4x 9-1/4 1.9E TJ Microllam LVL Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=3.0 in R2=3.0 in (1.5) DL Defl= 0.10 in Data Beam Span 10.0 ft Reaction 1 LL 1575# Reaction 2 LL 1575# Beam Wt per ft 8.32# Reaction 1 TL 2247# Reaction 2 TL 2247# Bm Wt Included 83# Maximum V 2247# Max Moment 5616'# Max V(Reduced) 1900# TL Max Defl L/240 TL Actual Defl L/478 LL Max Defl L/360 LL Actual Defl L/783 Attributes Section in3 Shear inz) TL Defl in LL Defl Actual 49.91 32.38 0.25 0.15 Critical 25.02 10.00 0.50 0.33 Status OK OK OK OK Ratio 50% 31% 50% 46% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 2600 285 2.0 750 Adjusted Values 2694 285 2.0 750 Adiustments CF Size Factor 1.036 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 315 Uniform TL: 441 =A No.4W FAnov* Uniform Load A R1 =2247 R2 =2247 SPAN = 10 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2013 licensed to: Giampietro Architects Reg# 7124-1030 CBD-Field House Addition second flr.beam Date: 11/13/15 Selection (3) 1-3/4x 9-1/4 1.9E TJ Microllam LVL Lu =0.0 Ft Conditions NDS 2012 Min Bearing Area R1=3.9 in R2=3.9 in (1.5) DL Defl= 0.12 in Data Beam Span 11.0 ft Reaction 1 LL 2063# Reaction 2 LL 2063# Beam Wt per ft 12.48# Reaction 1 TL 2956# Reaction 2 TL 2956# Bm Wt Included 137# Maximum V 2956# Max Moment 8129'# Max V(Reduced) 2542# TL Max Defl L/240 TL Actual Defl L/449 LL Max Defl L/360 LL Actual Defl L/741 Attributes Section W Shear in2 TL Defl in LL Defl Actual 74.87 48.56 0.29 0.18 Critical 36.22 13.38 0.55 0.37 Status OK OK OK OK Ratio 48% 28% 53% 49% Fb (psi) Fv(psi) E (psi x mil Fc L . psi Values Reference Values 2600 285 2.0 750 Adjusted Values 2694 285 2.0 750 Adiustments CIF Size Factor 1.036 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 375 Uniform TL: 525 =A p FM Uniform Load A 0 R1 =2956 R2=2956 SPAN = 11.OFT Uniform and partial uniform loads are Ibs per lineal ft. . - - I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel III Application # 'Del y O it l Health Division Date Issued 3I 3 I IS Conservation Division Application Fee Planningi Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address F%yE eo ll`oms Village Owner Gay ^"� N�E "rofl'� Address gAiv Telephone So i 3 64 - 4K3 Permit Request ain��� �Z� X �-� ` �f'l F- biZ SGbL an► ' C0IV(41S T,6 6- 1 w 6 S Square feet: 1 st floor: existing 44 proposed 2nd'floor: existing proposed Total new Zoning District pt Flood Plain Groundwater Overlay Project Valuation (D® •�� Construction Type ®b f Lot Size 6 ° Grandfathered: ❑Yes No If yes, attach supporting.docur-entation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure, Historic House: ❑Yes No On Old King's Highways_, ❑Y's �No Basement Type: Full ❑ Crawl ❑Walkout ❑ Other - Basement Finished Area (sq.ft.) Basement Unfinished Area (sq. ) q�ff- Number of Baths: Full: existing new Half: existing I new Number of Bedrooms: existing _new Total Room Count (not including baths): existing _new ® First Floor Room Count 5 Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑/Other Central Air: ❑Yes �No Fireplaces: Existing Y New Existing wood/coal stove: ❑Yes No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: existing 0 new Ve 2Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes �No If yes, site plan review # Current Use _ Proposed-Use - -- - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name C-Vy OT Telephone Number 50 40 Address g� �IVE Co PA" � License # � Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO OF SIGNATURE O a; DATE 401 If ; Za I 7 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. r P . ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ' FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING a_ 76-1,11'rme— DATE CLOSED OUT ASSOCIATION PLAN NO. r The Co=zonweakh of MiTssachusetta' rA Depwinvent offndusf**Accidents Oj xe ofnvesfrgafionr 600 Washington Street Boston,MA 02111 www.mass gov1&a . j Workers' Compensation Insurance Affidavit:-Btulders/Contractors/Electricians/Plmmbers Applicant Information ly r y� Please Print Legib ' Name(Busincsstagani.�cnana vidwa : GU�"r01 1 Address: IT$ I=iy6 MO;W City/StatdZip: 66KT P-v[ Ei m A ou7z— Phone#: 504 44- 40-3 Are you an employer?Check the appropriate box: Type of project(required): 1.El am a employer with 4- ❑I am a general contractor and I employees(firIl 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 7. ❑Remodeling ship and have no employees These sub-contactors have g• Q Demolition . working for mein any capacity, employees and have workers' [No workers'comp.ms+rance comp.inert oe t 9. ❑Building addition e�] 5. We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 3. I am a homeowner doing all work 11.[]Plumbing repairs or additions myself[No wormers'comp. right of exemption per MGL 12_ Roof repairs insurance requued.j t c. 152, §I(4),�d we have no employees.[No workers' 13.f Other -Pt.Ck— comp.insurance required.] *Any applicant that checks box#1 mist also fill otttthe section below showing theirworkcrs'oompcnsetion policy information. t Homeowners who submit this affidavit indicating they arn.doing all wodc and then hire outside contractors rmrst submit a new affidavit indicating cncb. #Contractors that check this box most attached an additional sheet showing the name of the sab-contractors and state whcthar or not those caddes have employees. If the sib-contractors have employccs,they mast pmvide their workers'comp.policy numbcr. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and f ob site information. y Insurance Company Name:, Policy#or Self-ins.Lic.# : Expiration Date: Job Site Address: City/StawZip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section25A of MGL c. 152 can lead to the imposition of adminal penalties of a fine up to$1,50D.00 and/or cue year imprisonment;as well as civil penalties in the farm of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advhwi that a copy of thus statement maybe forwarded to the Office of Investigations of the DIA for insurance cov e v cation. I do hereby certify under the pains p of p the irzformfion provided above it true and correct: Si Date- / I UK Phone# 0 j'1 t`�1.,.`. el sill-i Official use only. Do not write in this ore l to be completed by chy"or town ofjklaL City or Town: P,ermitlLicense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: phone#; ti, Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. pmsuautto this statutc,an employee is defined as"_.every person in the service of another under any contract of hie, express or implied,oral or writt m" An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more is a joint a and including the le representatives of a deceased employer,or the of the foregoing engaged ) enterpns , uduzg gal receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more the 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 oa the grounds or building a�pur�thereto shaIl not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into apy contract for the performarim ofpublic work umtrl acceptable evidence of compliance with the insurance. requirements of this chapter have been presented to the contracting auihoiity." Applicants Please fill out the workers'compensation affidavit completely,by checlang the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone muriber(s)along with their certificates)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or pariners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidayit maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and datethe affidavit The affidavit should be returned to the city or town that the application fur the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' . compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit:for you to fill out in the event the Office of Investigations has to contact you regarding the applicant:. Please be sure to fill in the permWlicense nuunber which will be used as a reference number. In addition,an applicant that must submit multiple permitlIicense applications in any given year,need only submit one affidavit indicating current " d to"all locations in c or policy information(if necessary)and under lob Site Address the applicant write ( rtY town)."A copy of the affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof that a valid affidavit is on file for future permits or licenses_ A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i-e. a dog license or permit to buns leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would lam 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: Tha Ca=mviealth of Massachusetts Delta-d memt of hidustial Accidents Office of I-tvegugatiom 600 Washingta a Sttret Roston,MA 02111 T(l.#617 727-4900 ci t 406 or 1--977-MASS1F Revised 4-24-07 Fax#617-727-7744 vr ,mm_govf dia ./r Town of Barnstable Regulatory Services ��oFtrte rOtyy Richard V.Scali,Director Building Division ` Tom Perry,Building Commissioner MASS. 16:59. A.�� 200 Main Street, Hyannis,MA 02601 www town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION d Please Print DATE: tq I f b !Qu I.I�6A JOB LOCATION: FIV�QOru'�,RS G�fjN1 �IFj number street village "HOME0wNER••: � , 30 46 3 name home phone# . work phone# CURRENT MAILING ADDRESS: SM\^E city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER . Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there,is,or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned`.`homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations.. _ The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and.thath e will co, y with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,RuIes&Regulations for Licensing Construction Supervisors,Section 2.1S) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fuIIy aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit fbmu\EXPRESS.doc r Revised 061313 �mETti Town of Barnstable Regulatory Services is Richard V.Scali,Director g 16596 �,` Building Division _ . .... -..... ........... ....---- ---- Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property r Must Complete and Si This Section If Usin Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work thorized bytbis building permit application for. (Address of Job) ''Pool fences alarms are the responsibility of the applicant. Pools are not to b filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of er Signature of Applicant Print Name Print Name Date Q:FORMS:O WNERPERMISSIONP00I.S II - ,AWTII..,f } f�a 2ch1' LQ I S Fivp E a , CGrf+ i°Y Iti• ��vposEljE� co�z �� a �Hi t y T{ p • E . S E ? IF )« 1 v v i FF� t 4 { M i , f T 1 u Afitt i t i r l a� , � � E { i MI g s Y 1 31GvisNVvPd 310 Nd", a v v�A� R�� N "ram 4 ✓ {jI. Z f t _ z . Z � � t/4 • s- r 6 •z1-�• , y. y $ i G 1 LV­ � a i • � I { If GQ14 02 _, i t r. , M. i•1 1 V i :. v ' Town of Barnstable Geographic Information System March 18,2015 q 168069 } #201 :;168109 168078 #208 #51 00 �G ,.t 168110 #198 41 168070 .4 #175 168008004� #42 168111 : #188 168112 168008003 #176 #32 168113 168008002 #166 #24 O 168008001 #16 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:168. Parcel:111 EJ boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected.Parcel t"=100'may not meet established map accuracy standards. The parcel lines on this map Owner.TOTI,GUY J&RENEE P Total Assessed Value:$300800 , Co-Owner. Acreage:0.37 acres Abuttersf ' are only graphic representations of Assessors tax parcels.They are not true property 9 boundaries and do not represent accurate relationships to physical features on the map Location:188 FIVE CORNERS ROAD such as building locations. _ $Uffef , _ TOWN OF BARNSTABLE P LOCATION7�1�i SEWAGE # VILLA V ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO.,& 1x, zj�d&il/XQ IV — 77 f= E 77 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) -Ge-►fr2� (size),�.�� �= �T,- 'f► NO. OF BEDROOMS BUU DER OR OWNER SiA A PERMTTDATE: COMPLIANCE DATE: —� Separation Distance Between the: i Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Welland Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300.feet of leac in facility) Feet Furnished by y � tro r r r 4, �„ t , „ ) f t.s ) I ' t Iy r -, w V. .. — .1 ` . : * �:-, C'--, . :I : > � Jr. -�' ,E t 11 /.�i' j {�r ' ' 11 CCCTTT �' ; f A.UL Y -, MU'i?lHY ` '{, .. 5 '. :. ' . " 'r l 6 fr . -,a, 4 t ,' . . . :a. „t , r f�0f0 f I'`' Ji Jt ` 1 �jrF{iMC1I :. ��}n f`r�`} ' i ` F r 1 ri t - 4 % , •+ tS 71 , ri Lry."�a i ,f �f••�,�),Y' 2.r' )Y r., y , rs , 1. 1 )...,;' ,,4s _ ,r.':,lr'`{N. .v 1 r •J?��/� _M %..I t s� irli l t , a \ 'r, f ` .j"j .of ,' 11 / r 1 '`' Y !!I fi + I rll�, \. d I I\,y,., 3 y i �tT GIs f ,.��F ' - �7�.. t , b.',;Y, r: a �. TTT ,){1j .. (' h tti' y / yr y y .,��P. F i t t . N71 °l `f' T ' 1 .3a"""'!:'x`-'4',N4-+-r' k�..;, `�5S����,,,,,,,, t ' ,l f '',/'V -', :t ,f ,' ''F ' i:, ° �;� �rr� - a: >jf I /I n T... I pG,J f{ � �` � J:I T 1. ,—:11 ',� � e s^�3` TIYw'�^'.:^+,w..^'ay1.•�'..+.. �.:t�W a 7 " i f, ' i s h ti } S4 I r ,Y. !!l.. } }). { .. ♦ .. L.r� 11 !S r9!/ l'� , ' �, " g� y�iyy��,,Y ` , ,mow ♦, .. ..� ,' .;�. . '17.72 ... '. '::: -/ ♦�' .•�f A°-hs .A!, ra wk t..— '+ i •.r,: «. !. t �y r J / h 1f+)!�Y :!$ .. r. s,f Y�,�' �A-e ..,, 'iC w was l�tw r,�..: rCfa. �c 4 ... r YA M L.�+ 4.,.f f �Y.e ., . ,.i' +fi r ) "°''.r�."' +.+:,+.�I✓trer^.:iw�•,�>p W?'sbJ,!,(�.n..s++'' flt�I ..1,.„ .....s 3 , r a�"r- Old o �j (•{tat\ P ..,51- s. :,�� 1. 1. •• a I1 ' � ��� A 00 ar �r ,r .?r ►• ..t.,� "tom v� { , Fi "1 7/Atlr% n c �yi , r(,% r `' ' aq y/yam ,?1,r �,�}�ij , 'A1 { �, �'ysq,' gyp, /;;� , L7 J /� ���}(. '_�fyj. .M1• r hr fJ7��!'`TT .'.�N :.J slit;.'r` d �/V }�`(�T�1,�T• -- 4M�1411: l 'O hLnf:+1�Jri'',A/, t v 4eW Q.T retF J '- r. .. ��� - �t ,.' a r ,,. \� .0 - -b i''r�' �+ rd��rryy , '. .^ t ,lrVa �` ` f( - I e ,` r Q. + .. . .,11- �`'L`F401V` ".J• .".'J"..�f�Ii 1!,+L'/ .Y.'•�'�•:n .;;; 1 •.;,;; '>.. .,1� r�. , . j . i rn - 6,� Js Assessor's map and lot 'number ..... � SEPTIC:SYSTEM MUST BE 5 r, INSTALLED IN 'COMPLIANCE S.e�wage! Permit number ......>.:....................................... `— c r {, sWITH ARTICLE'II STATE *-'THE TOWN , 'p 4 ODE AND `SOWN T�♦ • r, TOWN OF BARNSTE $ T IS; 71 039. r� 9o�'FOYpyb�e� `= U1L01NG INSPECTOR iy '= APPLICATION FOR PERMITJO ....... „�LI.0 . .........TI USE......................................................... TYPE OF CONSTRUCTION ............. ........�` ............ t.......................19�7. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following inf r ation: 1 Location .........�- Cry..�........J5.....►......A�?�....Q02.;1,�e ...�©+�1�...���.��....... . ........ .... .. ........ ..!71C� Proposed Use .......!` ................. . .....:........ Zoning District ... ......E.... .3...�1�— Fire District Name of Owner ..... ? ......�. ..�. .......Address ...... ES.1....... R. �.�..1...} .................. Name of Builder ...Z. MES r 1� ..................i�:.... .�...l.:R..........Address ..... .................................. Nameof Architect ..................................................................Address. .................................................................................... Number of Rooms Foundation ........T �� C�:.... 0 j t ,,., k ............................................................... ........ Exterior Roofing ...'�.11 �.LT. 1�.i IJCLCS ............ .................................................................. tom ... ................... Floors ..... �� �-... �Q....�.�.t1.................................Interior ........!J.'S,. t.:..() ................................................. . p Heating ......1:.M\.................................................................Plumbing ........... .... !7.T���............................................. \� Fireplace .......®. 0................................................................Approximate Cost ............ r.i©Q©....:............... ............ Definitive Plan Approved by Planning Board -----------_----- -_-----------19________ . Area ��U S................... Diagram of Lot and Building with Dimensions Fee �"+�`............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to'conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...cep, R cnxtic.u.a...... ............ Toti, Mr. & Mrs. Guy 19689 oue story No .................. Permit`for .................................... single family dvielliug .............. ............................... ...........Five. Coruers Road Location. .­ ....................................................................... Ceuterv'ille ............................................................................... Mr. & Mrs. Guy Toti Owner ................................................................ frame . Type of Construction ........................................... .................................................................. #5 Plot ............................ Lot ................................ October 26 77 Permit Granted ............. .......19 Date of Inspection 1..d -------------- .............:19 -Date Completed ..................19 PERMIT REFUSED ....................................... .................... 19 ..................................................................... ............................................................................... ................................................................ .............. ............................................................................... Approved ............................................. 19 ....................................................... ....................... ............................................................................... Assessor's map and lot number ..... ..:!......0�........ `�- C-1� S Sewage Permit number ..............1.7�5................................. QyOFTHET��� i TOWN OF BARNSTABLE Z 139HB9TSDLE. i .2639. �•� BUILDING INSPECTOR 'OTfpyPYp,• .� APPLICATION FOR PERMIT TO .....C-,: !`1 .!..�4:: 1 ..�......... ......................................................... fI TYPE OF CONSTRUCTION :::.........(:.a5 ...............:... ...(l`1> C" . ........................................................................... .... ............ k...t........................19...... �. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ............. ,........................�.!.`.: ::....cC_�2. F:�4 .../. C> ........................................................................... ProposedUse ........,��.` :. . .F.. .'.. ... . ,...................................................................... .................................................. Zoning District ......}... OE.. ... .......................Fire District .............................................................................. ............... Name of Owner U���� . (�,l)` .... T ..�..�.......Address ....... �.�,... . . .....'. . .. .................. Nameof Builder ..................... ....... :......:'..........................Address .......................,........... ................................... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ..................G............................................Foundation . C)nk � 2 u ('C-k% PC, Tc ...... ::. ..... ,......................�..k.�... Lc� Exierior ........ 1 l TE.....Ck. Al....................................Roofing ...` .............................t��1 1 1} LC{�................... Floors ...... -t1At_!.................................Interior � � t.t► 1( I t `............................. ............:... ..................................................... Heating t.. ....................................................................Plumbing .................................::............................................... L_l5\1.\_ 1 Fireplace ..................................................................................Approximate Cost ........... ................................... Definitive Plan Approved by Planning Board ________________________________19________ . Area .......................................... Diagram of Lot and Building with Dimensions Fee ..I......... y SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to.all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...:� .....:....:`....................:......:.#� :.. Toti, Mr. & Mrs. Gily, A=168;..8' - 19689 one story ' No ................. Permit for .................................... single family dwelling ................u.............................................................. `� Five Corners Road Location ................................................................ Centerville ............................................................................... Mr. & Mrs. uy Toti Owner ...........................,.......1............................... rJ frame Type of Construction .......................................... .......................................... ..... . Plot ............................ Lot\ ......#5 . October 26 77 Permit Granted .......................TO...............19 Date of Inspection ...f ................19 Date Completed ......................................19 PERMIT REFUSED ......................................... ................ 19 .............. ............t.. ....................................... ....................................!' ..)................................ Approved ................................................ 1`9 ............................................................................... �j"E'°� Town of B4rnstable ti *Permit# . Faplres 6 YnaivsrAHLE, months from lssue'date XAM : Regulatory � Services .. . 76: 9�ATE ��0 Thomas F.Geiler,Director .Fee Building Division Tom Perry, Building Commissioner " 200 Main Street, Hyannis," �"°"'�' :.e: 508-862-4038 y MA o2601 508-790-6230 APR 1 Co�S EXPRESS PERMIT'APPLICATION - RESI]DENTIAL O O.FR� BNST�1 � Not Valid without Rcd X--Press Imprint . eel Number Address krvII �- iential Value of Work 'Minimum fee of425.00 for work under$6000.00 Name&Address Ue r e Ks U t' tor's Name ' Telephone Number —(, I— stprovement Contractor License#(if applicable) d ction Supervisor's License.#(if applicable) kman's Compensation Insurance --- Check one: ❑ I am a sole proprietor ❑ I am the Homeowner I have Worker's Compensation Insurance ,cc Company Name; s' tare's Comp.Policy# ��'�` )f Insurance Compliance Certificate must be on file Request(check box) e-roof(stripping old shingles) All construction debris Will be taken to El Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side,. El Replacement Windows. U-Value (maximum.44) •Where required: Issuance of this pertnit does not exempt co Rance with other;town d r ' epart:ncnt'rcgulations,i.e.His ***Note: Property Owner must sign Property�Owner Letter of Permission tone,Conservation,etc..' - Home Inzprovemcnt Contractors License is required, ' cure . u,expmtr r D63004 - CERTIFICATE OF LIABILITY INSURANCE DATE(MWDD/YY) PRODUCER, 8/24/2004 1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION McShea Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 749 Main Street, Suite#H ALTER THE COVERAGE AFFORDED BY.THE POLICIES BELOW. Osterville, Ma. 02655 INSURERS AFFORDING COVERAGE INSURED Paul J Cazeault & Sons INSURER A: LloVdvS Roofing Inc. INSURER B: r 1031 Main Street INSURERC: Osterville, Ma 02655 INSURERD: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER DATE MM DEDCTI E 'OLICY-E DATE XPIRATION LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any one fire) $ CLAIMS MADE OCCUR _ ® MED EXP(Any one person) $ ti LGL034776 04/30/04 04/30/05 PERSONAL BADVINJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ POLICY PRO- PRODUCTS-COMP/OP AGG $1,000,000 JECT F1 LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ (Ea accident) ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY $ (Per person) HIRED AUTOS NON-OWNED AUTOS BODILY INJURY $ (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ WORKERS COMPENSATION AND {� W AT - H- EMPLOYERS'LIABILITY fJ TORY LIMITS I ER B 7PJUB-0095664A04 08/13/04 08/10/05 E.L.EACH ACCIDENT $ 1001,000 E.L.DISEASE-EA EMPLOYEE $9 OTHER E.L.DISEASE-POLICY LIMIT $500 ,000 DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEME NT/SPECIAL PROVISIONS CERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL L DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED RE A I ACORD 25-S(7/97) 0 ACIDRD CORPORATION 1988 1f ulatfons an =an �ars Board of Building Reg One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement`Contractor Registration Registration: 103714 Type: Private Corporation �r Expiration: 7/9/2006 PAUL J. CAZEAULT & SONS, INC.! Paul Cazeault 1031 MAIN ST ' OSTERVILLE, MA 02658 1 Update Address and return card.Mark reason for chang Address I] Renewal C3 Employment Lost Card DP9-CAI Cp 5OM-04104-G101216 6/7/. -VO'hYIILO�LIIIP.RUIG O�✓l�(.QddRGNIGP.�d _... _. Board of Building Regulations and Standards — -�— - HOME IMPROVEMENT CONTRACTOR License or registration valid for individill nse oulp ^' before the expiration date. If found rclurn to: Registration; 103714 Boardof Building Itcgul:ltious and Slautl:n ds Expiration:_:7/9/2006 Ouc Ashburton Place line 1301 ?;Type:;Private Corporation tiostun,Ala.02108 PAUL J.CAZEAU,LT;B.SONS,.INC' Paul Cazeault 1031 MAIN STcz OSTERVILLE,MA 02658 Administratorlit ✓�+� Ooviini[aiuue�s /� `� /��� uuu u Mu BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 026325 Birthdate: 10/20/1959 Expires: 10/2012005 Tr.no: 8603.0 Restricted: 00 PAUL J CAZEAULT ulw-- 1031 MAIN ST OSTERVILLE, MA 02655 Administrator Board of Buildin eCqgulations One Ashburton Pace, Ism 1301 Boston, Ma 02108-1618 License: CONSTRUCTION SUPERVISOR'LICENSE Birthdate: 10/20/1959 Number: CS 026325 Expires: 10120/2005 Restricted To: 00 PAUL) CAZEAULT 1031 MAIN ST OSTERVILLE, MA 02655 Tr,no: 8603.0 Keep top for receipt and change of address notification. 1^ , �oFSKE rod; Town of Barnstable Regulatory Services M � ' B''INST^B Thomas F. Geiler,Director � asass. � � Eo 39. 01 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, R2 h f.e'_ 1 O� l , as Owner of the subject property hereby authol7ze PAQ-1 'T. AU&t+ �6FIN&ZMC. - to act on my behalf, in all matters relative to work authorized by this building permit application for (address of job) 1` t i ve. Corners Rd , Cenle ry i 1 3 Signature of Owner at e nee— V�J- Print Name Q:FORMS:O WNERPERMISS ION I The Commonwealth of Massachusetts " �, _ Department of Industrial Accidents Office ofInvestigations 600 Washington Street, ;`h Floor %f Boston,Mass. 02111 Workers'Compensation Insurance Affidavit:Buildin lumbin lectrical Contractors name: o address: city state: zip: phone# work site location(full address): ' ❑ I am a homeowner performing all work myself. - Project Type: ❑New Construction❑Re ❑ I am a sole proprietor and have nb one working in any capacity, ❑Building Addition . .. .... I am an employer providing workers' compensation for my employees working on this job. company name: PL12 5l�.yS Y�- JCOII l.� address: City' .-.......V..J`' fV ...V 1- .__......, -A--O Z:P_.] �� ......phone#:: Insurance co. Doli # (i AO ❑ I am a sole proprietor,general contractor,or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices: company name address city phone# insurance co. VON # .. . .. „ - f ... �:Y:�¢YW��PY...ia9�Bl': ✓{TiF.. A^� �� RR ' II� company name: r address: city: phone#• insurance co. . oli a # Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify u�nd r the pains and penalties of perjury that the information provided above is true and correct Signature Date I : . Print name Y L C'. L Q�1� Z—� Phone# S� m official use only do not write in this area to be completed by city or town official city or town: permit/license#i ❑Building DepJ ❑Licensing Bo ❑check if immediate response is required ❑Selectmen's O ❑Health Deparcontact person: - phone#; ❑Other(revised Sepi.2003) . f \ Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law",an employee is defined as every person in the service of another under any contract of hire,express or implied,oral or written. An employer is defined as an individual,partnership,association,corporation or other legal entity,,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 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. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned.to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the "law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete.and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to 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 questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street,71e Floor Boston,Ma. 02111 fax#: (617)727-7749 phone #: (617) 727-4900 ext.406 . �"h Town of Barnstable oFIME T Regulatory Services Thomas F.Geiler,Director STAB Building Division BARNMASS. g Tom Perry,Building Commissioner t6;q. ♦0 ArF Mp`l A 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: ]Fee: Permit#: HOME OCCUPATION REGISTRATION Date: Jr Name--De,e, k D}� Phone#: ?? Address: P53S' r✓e COrllel_� (M Village: Name of Business:-"5c-21.recA ©To2SPo�T� Type of Business:___ Map/Lot: // INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke, dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the and 1 ave read and agree with the above restrictions for my home occupation I am registering. Applicant: 1 r l S Q Date: Homeoc.doc Rev.5/30/03 TO ALL NEW BUSINESS OWNERS DATE: Fill in please: r APPLICANT'S � +� YOUR NAME: BUSINESS YOUR HOME ADDRESS: I-SFS Fs� cArne+� TELEPHONE ; Telephone m 'YPE QF BUSIN SS ' NAME':QF hIEW,:BUSINI,.SS _.. #S(THIP A. C►1111E +CCUATIfJI? YE S;;i; .::.... . ..... ........_ ..:._:.....,........,,,:. ..... :. ,.,: , , .. , v r .rral.fr. id ,YO, A: When starting a new business there are several things you must do in order to be In compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you.may need. Once you have obtained the required signatures, listed below, you may apply for a business certificate at the Town Clerk's Office (Ist floor-Town Hall) or if you get the business certificate first you MUST go to the following office to make sure you have all the required permits and licenses.. GO TO 200 Main St.— (cor r of Yarmouth Rd. & Main Street) and you will find the following offices: 1. BUILDING C SSI NEW IC This individual as n i forme o mit r quirements that pertain to this type of business. t ized Signature* COMMENTS: t�vj//,0 tp� Xx 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: Business certificates (cost $30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in the town (which you must do by M.G.L. - it does not give you permission to operate -you must get that through completion of the processes from the various departments'involved. "SIGNIFIES APPROVAL FOR A BUSINESS CERTIFICATE ONLY. ANVINZ� ��y 4�'R-21,C L CONTRACTORS, INC. Bayside Electrical Contractors , `' 372 Yarmouth Road Hyannis, MA 02601 k March 3`d, 2016 The Town of Barnstable Building Division •• 1� 200 Main Street Hyannis, MA,02601 To whom this may concern, I Bob Doherty from Bayside Electrical Contractors, confirm that the electric service for the attached garage at 188 Five Corners Road—Centerville, MA 02632 has been disconnected. ` Bobby Doherty 3.3.16 Signature Date Michah Field From: Steve Ewing <Steve@ Edgewaterplumbinginc.com> Sent: Tuesday, February 9, 2016 5:11 PM To: Michah Field Subject: Garage To whom it may concern, Regarding the Field residence at 188 Five Corners Road in Centerville,there is no plumbing or gas piping in the garage. The garage is clear for demolition as far as plumbing and gas are concerned. Thank you, Steve Ewing Edgewater Plumbing& Heating Inc M P#15281 Sent from my Wad 1 ' Town of Barnstable RECE�I�PT } KAn 200 Main Street, Hyannis MA 02601 508-862-4038 a ' - �"" Application for Building Permit Application No: B-2016-0077 Date Recieved: 1/6/2016 Job Location: 188 FIVE CORNERS ROAD,CENTERVILLE Permit For: Family Apartment with Construction Contractor's Name: State Lic. No: Address- Applicant Phone: (508) 364-4053 (Home)Owner's Name: MICAH FIELD Phone: (Home)Owner's Address: 188 FIVE CORNERS RD, CENTERVILLE ,MA 02632 Work Description: IN LAW APT W/ADJOINING MUD ROM TO EXISTING HOUSE NEW MASTER BED/BATH IN MAIN HOUSE NEW GAR FOR MAIN HSE DEMO EXIST GAR Total Value f Work a e T 0 0 o BeB e Performed:e fo med: $100 000.00 Structure Size: 0.00, 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will 'require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before_ he/she engages in work on the above property in accordance with the Workers'.Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: ' MICHAH FIELD 1/6/2016 (508)364-4053 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $100,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $560.00 1/1/1900 $50.00 Historical Total Permit Fee Paid: $560.00 2/25/2016 $510.00 683 Cash ; i 7, ,� � � � T Iv I4S lTCJT' APRMI x. 7-'--,S it,III4'1 IIWe.......... L E 'VA'PIZ,I'Ir IFv IIr-1 4i Alf -4 Xi 7Z i1z;AA C�- c • xi 00 7-A 10 &'01A, " /��.IOA At t (SHED OORMERI - �Y- B - - A6 TT ,3T 410•. - I O - I I CREATE NEW 5'U• - - - - ---�' cvsEnoPERmommo CLO . FAMILY ROOM 1 1 - - .HALL z'e•:cs 1 , ------------------------- ---- REMODELED I 'MASTER ���` FAMILY ROOM BEDROOM ( GcroFELnvERFn BEDROOM - - E - b - EXISTING CERING JOIST - FR ING&INSTALL I I - `�,' 1 - NEWHEAGERASREO'D. - - E i CL C S. I I I ❑ I SW 3-,1• 3-,Pi SJ• TC - I I - - - . �_ _ ________________ .ram L 1 n 71 JWALWIN MIN.Z21ZP. 1 - - - - - - - INSDLATED- �1 DOOR SECOND.FLOOR PLAN - ACCESS PANEL LOBET� a2•a2P� INSULATED - - - - - - 7 I;n &.z B.&. ACCESS PANEL L+' _T J IUNEN NAILING SCHEDULE cus oM — 110 MPH.EXPOSURE B WIND ZONE WALL,DETERMINE B „ - - - - - JOINT DESCRIPTION - - NO.OF COMMON-NAILS NO.OF BOX NAILS - NAIL SPACING ' _ 1 HEIGHT�IIGOW1NEN �.• - . 'I _ I -ENIYBrt s ROOF FRAMING: - °`'0 BLOCKING TO RAFTER(TOE NAILED) 2-Bd 2-10d EACH END A6 S. ER B z - - RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END BATHROOM N - WALL FRAMING: - i A6 - - - TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d _ - S-16d AT JOINTS STUD TO STUD(FACE NAILED) - - 2-16.d - 2-16d 24"D.C. HEADER TO HEADER(FACE NAILED) - - -16d - .16d - 16'o.c.ALONG EDGES I 1 _ FLOOR FRAMING: - - - - - JOIST TO SILL.TOP PLATE OR GIRDER(TOE NAILED) - _ 4-6d 4-10d PER JOIST - E - BLOCKING TO JOISTS(TOE NAILED) - 2-8d 2-1 od _ -EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) - 3-16d 4-16d - EACH JOIST r� A6 JOIST ON LEDGER TO BEAM(TOE NAILED) - 3-8d - 3-10d - PER JOIST - - - BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST _ BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT ROOF SHEATHING: - - . - aan• - - - - WOOD STRUCTURAL PANELS(PLYWOOD) - - - - - RAFTERS OR TRUSSES SPACED UP TO 16'o.c. - Bd - 10d 6'EDGE/6'FIELD - - - - - - - RAFTERS OR TRUSSES SPACED OVER 16'o.o. 8d lod '4'EDGEl4'FIELD - - - - GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d -6'EDGE/6'FIELD - - GABLE END WALL RAKE OR RAKE TRUSS - - 8d -10d 6'EDGE/6'FIELD - - - - W/STRUCTURAL OUTLOOKERS - - - - - -CABLE END WALL RAKE OR RAKE TRUSS..W/LOOKOUT BLOCKS 8d - - - 10d 4'EDGE/4'FIELD - - CEILING SHEATHING: . GYPSUM WALLBOARD - - - 5d COOLERS — T EDGE110"FIELD - - - - - - ..WALL SHEATHING: - WOOD STRUCTURAL PANELS(PLYWOOD) -STUDS PACED P TO 24'o.c. - 8d 1 - 6' DGE/12"FI -U S U Od E ELD Ire&2513T FIBERBOARD PANELS - .8d - - - - 3'EDGEl6'FIELD 1lT GYPSUM WALLBOARD Sd COOLERS T EDGE/10'FIELD - - FLOOR SHEATHING: - - WOOD STRUCTURAL PANELS(PLYWOOD) - - V OR LESS THICKNESS 8d - 10d _ 6'EDGE/12'FIELD - - GREATER THAN 1'THICKNESS 10d - 16d 6'EDGEJ6'FIELD REV'D: 12/16/2015,FAM. ROOM C.O. THE DESIGNER SHALL BE NOTIFIED IF ANY Ea Q® COTUIT BAY DESIGN..LLC NEW HOUSE. FOR. 1 1�HESE—� R OSTARTOF SCALE :. DRAWING NO.: CONSTRUCnON.THE BUILDING CONTRACTOR 43 BREWSTER ROAD WLLLBERESPONSIBLE FOR THE CONTENT 1/4N— 1�-0. ' INTHESEDRAWINGSIFCON n - - MASHPEE MA. 02 - STRUC ON COMMENCES ANY E R ERRORS OR THE c 9 FIELD RESIDENCE DESIGNER OF GS ERRORS OR OMISSIONS: ` "PH. 506 274-1166- OFTEMNERNOMD.OLELYFORTHEUSE �� FAX(50 )539-9402 n ESEOR�"A"WED s�RouwES wWE DATE 188 FIVE CORN ROAD, CENTERVILLE MA An ,� 11/16/2015 CORNERS O , I,. . - - cow.PoDGE VENT _ 12 . - TOP OF PUTS - - AZEK tie RAKE - . BOARD wHa - - - GRIP I - I £ I - - - F SECOND FLOOR I - - SUBFLOOR I TOPgFPI—TE - 00 FFH - . MATCH EXIST. W.C.SHINGLE SIDING A OR EOUAL tvl AZEK 1 v&1 . _ SHUTTERS S�TO WEATHER- WINDOW SDOOR CASING CORNERBOARDS _ - 117 HISTORIC PVC SILL - FRONT ELEVATION —TYPICAL AWHW T ROOF SHMGIES ® - .TTW OF RATE HATCH EXIST.COLORS MANUF� - . Z+ NEW A2EK FASCI&SOFFITS FRIEZE - - . BOARDS TO MATCH EXISTNG. .. - TOP OF RATE F FIRST FLOOR - - - - VERIFY ON.DOOR MFR S1YlE, W.C:SHINGLE SIDRXi - SALLOETA SWI OWNERS - - - V-TO WEATHER RIGHT ELEVATION THE OESIGNER SHALL BE NOTIFIED IF Aw ERRORS OR MISSIONS ARE FOUND ON OR TO START OF- THESE RT B�® 43COTUITBREW BAY DESIGN, LLC N HESEDRA .EW HOUSE FOR. CONSTRUCTgKTHEBOILDINGCOHTRACT°R SCALE :. DRAWING No.: REWSTER ROAD NNTHBEREIWESE WINIBUEFGS IF ORTHE L TEN` 1/4FI= 1F-0. MASHPEE,MA.-O2649 - OOMMENCESWITHOUTNOTIFYING THE . ( � C FIELD RESIDENCE DESGNEROFAwERRORSOROMSSONS PH. SOH 274-1�6V THE SEDRAWINGSARESOLELY FORTHEUSE DATE FAX(50 )539-9402. vESEDRAC`'vINGS NOTED.QUIIRESTHE"rnn OF EN 11/16/2015 A� 188 FIVE,CORNERS ROAD, CENTERVILLE, MA DRCHrTETUR&CPYRISRD ROTECTI ARCNRECIURAL COPYRIGw PROTECTION . - - ACT MIND. - +J 17 _ - - 4 r_ _ - - TOP OF RATE . AZEK INS RAKE SOARDRHKD ® ® DRIP BOARD AZEK FASCIA,SOFFff S FRIEZE . - BOARDS TO MATCH EXISTING . - MENSIONS S DETAILS,-P. - - SECOIS)R _ - . - - SUBROO_R . - TOP OF RATE - - - . - AZEK WINDOW CASING TO - - - MATCH EXISRNG DETAD _ ❑ ❑ - - ' � � FIRST FLOOR ' LLU SUBROOR. - W.C.SHINGLE 6D)ING LEFT ELEVATION - - - CONT.RIDGE VENT - - . I TYTC EXI T. ROOF SHINGLES - - - . 'MATCH E%IST.COIORSMANUF. TOP OF PLATE - - - �,r ® ® � W F _ SECOND BOOR - - - - - SUBFIOOR - . TOP OF PLATE- _ FMGRNERSOAR0.S x . FBLST ROOR . - - - WOOD FRAMED PM1ATFORM S STEPS SHINGLE SIDING- - REAR ELEVATION OEMNGEAIFRRI TO 56R— DECKING,IY E]EC IO CONFlRA/ALL WTERULLS SE1FCnONS w/OWNEft • THE DESIGNER SHALL BE NOnF1ED IF ANY ERRORS OR OMISSIONS ARE FOUND ON ��('�/\ COTUIT BAY DESIGN.ILCHOUSE THESEDRAYANDSPRIORTOSTARTOF -SCALE : DRAWING NO.: e L_l® - NEW H O U S.E FOR: - - WNSTRUCTION,THEBURRINGCONIN-1 N 43 BREWSTER ROAD WILL BE RESPONSIBLE MRTHECONTENT 1/4-=.1L_0„ IN 1HESE DRAWINGS IF CONSTRUCTION MIR HE MASHPEE,MA. 02649 COQeNCEs wmiouT NOnFYING THE PH.(508 74-9166 FIELD RESIDENCE �' A aE�cw E DATE : FAX(50 )539-9402 - T ESEDRAAwIR`I.RE'E.Ui spT¢waniQ+ 11/16/2015 - A 4 188 FIVE CORNERS ROAD, CENTERVILLE, MA CONSERT OF NE DESIGNER UNDER„�. ARCHRECTURALCOPYRIOHTPROTECnpN ACTOF IND. W/SIMPSON MtliORIBOLTSAT3rwc MAX. MACE SONBPSSf&38EAWNGFlATES - - - OGFI E R AND WITHIN MINIM OP EACH - ALL - - _ CORNER AND TOAS'MINIMUM DEPTH - 0 .. NEW,r SONOTUBEFOOTNGS - ,I I - _ DORMER OVER I TO 4V BELOW GRADE:USE I O SIMPSON ABU A POST BASE N/ DRILLS PIN NEWFWND.TO r------ - - 'p TYP.ROOF_ 6HO1�R tee: - WANOHOR6OLTToMCHOR ..FJO6i.WfSz,YWWELBAT ' I - y - - - - GIRT TO FOOTINGS. t6'ac VERnCAL,T'P. I - -- 92'wc - - CONST. I. TOP OF RATEWo z10h 1S oc I - I - - AIR BARRIER TO BE INSTALLED _xSTRAPFlNG®1Bb``-II S-ff I EXIST. - ONBACKOFXNEE WALLS.TYP. II Ill P.T.WO LEDGER BOARD BOLTED TO I DECK - - 2x WIND WM3H MASTER - I- SOIIOBLOWNGw/TWOS q aAmER.T'P. - LEOGERLoKS®,6'on STAGGERED: BATHROOM ,2 . WJOISTHMGERS. - �'TSG PLYWOO ,1 .V.- IP.T 2.W. I _ _ _ - SECONDFLOOR - 'GLUEp INNAILED I - _ I - SUBFLOOR ZMEBASEMENT TOP OF PLATE__ OJOISTS®12 _----------- HEADER . - D1,1T/e'LVL CONT. 61S'1FI'RyESCTORDpEppGYP.BD. TYP.ff 6ATT. PER PO AL I TYP. °NW AGM EG Ifs®iS - WSIMTION MAD) WALL DETAIL - I I WALL ww FoonrGl�AssuuED) m w CONST. TVPExGwBWALL GARAGE - - I I WALLSOFTHEGARAGE I - § -JOI6T6 ur- I ANCHOR BOLT DETAIL I I ® cWa3W Ts (PITCH rT SLAB DOOR I FIRST FLOOR ��WASHERS; WI6z 6VIWF EMBEDDED I - I I r -1 I EXIST. APRON BSMT. a S COMPACTED GRAVEL OVER PKT I - - MIN.ti FILL COMPACTED TO—B6% WALLS ON I CONCRETE FOUNONFOOTING - . _ I STEELI14�LAMFLUS •< T I ---_ _ - - - _ ------------------- WALLS ON,B�2M GRADE. E.GARO STEEL BEAM - TO MIN.4V BELOW GRADE.G 00 TO H56 `.ySSY.• I - ------------------ WALLSWBALMCED BACIDILLOO - I S NEW SEAM ET GILT _ TYP.P.ROOF\IONS 1. - NOTREOUR�REINFORGHOSIEEIL CON-TYPICRETE FOO,ISTING I I INTO FOUNDATION _ _ - . 2,12 ROOF RAFTERS®16'a.c - l^� . w CONCRETE FOOTING I i FOUNDATIW WALL -W COX PLYWOOD ROOF SHEATHING ' SECTION V GARAGE - - - - I I _,4 FELTPAPER AS ml SOLID BASEMENT "IN OUT NEW OPENING - - -,W HFR BAT INSULATION - I. BLOCKING® (r CONC.SLAB OVER § I FROMTOPOFWALLTO ®SLOPED CEILINGS(R=M) 48b. OUTSIDE - BMILVAPORBAR IER- EMSnNGSLM14VWIDE 11•RAT CEWNGS(R--IS)§ 'vITMED SEAMS) I I TO PROVIDE ACCESS ® ... _ I TWOJOIST BAYS -2x12WDGEBOARD - BETWEEN EXISTING HOUSE S MPSON H 2S H RRICNNE fA P5 8 NEW Bg5EL1EM AT ALL RAPIER ENDS IMWATERSHIELD- - 39.OF ROOF AT BOTOM - - I I I - - - -N DwASH BARRiERs NAFTERS - - - - § I 6� I I &LSRNNEWFOUND.TO - - - - - -ALUMINUMFBURIPEDGE SI I EVI vER xT1�YOO AT - 2z6k®,Soc - L—_ B EAM I - - - - MATd1 12 - 4'FlBERGIASS BAT �1,4-LVL RIDGES°ARD _ PKT. PXT. 1- —, 7: T.P ——— ————— - - - EXIST.41— - INSULATION W.MIN.) - - COLIAR'nE6 1So c -J` � IT%S9ELOW - - _---OF TOP OF.PIATE OF WALL POFPLATE __ 15GWBW,YJ s)zx oBEAMTo i - STRAPPING®1Sox -(3)WOBAMT § I I I a® 1PICK UP CEIU G 6 BDRBOLMQMGRRW.ABUI4 TYP.WALL CONST. g Jo sTs ovEn HALL =2S - 1.2 a65TU06®t6•wc _ / - - .` —J ®1B�o.c sr�A°'�DER o.m°GEaLDKfi. "O NG AT((R--2o)BAIKYWOOT INSULATION �-' MASTER MASTER MASTER •� r---------- ------- --- sM6sDN6TNmesTRAPs s c°SHINrGLESIIDIYPSUM N � BEDROOM HALL BATHROOM " b I I OF TOP OF H PER O.H.DOOR DETAIL - &TYVEK VAPOR BAWSER Y4'TW PLYWOOD RUSH MULTFLVL SHEATHING Li I FOUNDATION w_ SECOND FLOOR - t• -BEAM BEYOND SECOND FLOOR § -AT DOOR DROP TOP OF I I I - SUBFl00�i—__—___ __ T` GLUm BNALLED _ SUBFLOOR m - FAOUNDATDOOR I - _ _—_ __IOJOISTS®iS o.w 2H0JOISTS tr we _ TOP OF PLATE 1 I ¢ I I' I 'ROMIL SAFE N SOUND NSTALLCONNNUOUS2z10 O - - iNSUTATK)N ff(R30) wGwa ON ta3 - GARAGE 0 I I I - - - - - BETWEEN LIVING AREAS STRAPPING®,So.c. SING NEW SECTIONSBFMR FlR°E9 IOCICKWG. . - REINSCONGS LOPE 7TOW P.T. x et WALL - - REINFORGN&SLOPE rTOWMDS. i III �O � � - IN-LAW APT - DOORS.MIN.IrCOEPM=FIu _LL I I - ®16-^= NEW. NEW - - NEW UNDER NEW SLAB, I1 4 - - - BATHROOM - 1 I - IN-LAW APT. IN-LAW APT. GARAGE v II t m I; I KITCHEN BEDROOM TI PLvwaaD IW CONCRETE FOUNDATION WALLS I AS - - •o ANCHOR BOLTS®32b c.W. - GLUED S NNLED FIRST FLOOR. . t 9ELNY BADE WiFOO TO4tl' I - 3Y1�tY.•RATE WASHERS.TYPICAL _ . Fl I L----- - -- — -- - —_—_W T-0 GIMPSONS HDf46TRAP5 _ Ix,O CERHGJ°m 1S . I PER O.H.DOOR DETAIL JB21OA TOP FLANGE _ TYP.ff BAT- - P.T.2ze DECK FRAME ON IT DIA .- - HANGERS ON ALL INSULATION Oiao) W11r%FLUSH ,.5 . -ti . JOISTS ENGSAT STEEL BEAN.USE i . ----------- ------------- - - CONCRETE SONOTUSE - �. m FLUSH STEEL BEAt JB2,OATOP . -- TO 4P BELOW GRADE - ,� S w .NEW FLANGE HANGERS .- 24'-0' - - GRADE USE SIMPSON SS. - OPENOIG - - - § Q6STEELBEAM°NHss- rFpB1D1NAILER § A6u6G PosT BASE&&s. a ro EXIST. FULL BSMT. — --- B _ .3JSj'fySTEELCOLUMN. --- . .. - - AC6IACE6 PAST CAPG - W 6ffi 6EMING PLATE.ALL H45MFNT . . - - JOIMSW 3S 50.z,S DEEP -- . - A$ - _ - -TYP_1ff CONCRETE FOIMDAnW WN15 F CONC.FOOTING.TYP. GRAVEL - WSO VERTCALBM6®4BLur •CONCRETE SIABr B�xt.d - 1 JrPFBL COMPACTED TO BS% . . OUTSIDE FACE OF WAIL.GRiMDE fiO BARS WWFW MIN.tr COM ACTED SOIL FILM.- KEY.WALLSTOMON,O`Q FOOTING Whd FOUNDATION & FIRST FLOOR FRAMING PLAN ALL BELOW GRADE WALLS TO -------- ---------_-- ----- ' DAMP PROOFED PRIOR TO BACIffILL: MBUILDING SECTION THRU ADDITION THE DESIONER SWILL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ME FOUND ON x BIB® NEW HOUSE FOR: _ COSEDRAWIN.THESRTO START COTUIT BAY DESIGN, LLC - THESE DRAWIN.THEIORT NTART OF FACTOR SCALE :, DRAWING NO.: IN T BE RESPONSIBLE FOR THE CWIENT 1/4'M- 1'-0+ 43 BREWSTER ROAD NTHEse DRAW NGS FcoasmucnoN MASHPEE,MA.-02649 CO MMENCESWITHOUTNOTIFYINGTHE PH.(50t3)274-„66 FIELD RESIDENCE TTNDESIGNER BCE DR OF ANYAWINGSGS REOSOLE�Y M FAX(50 )539-9402. OFT Eo°WNERNOTED.LAN s°r¢wamEe°FN DATE : 188 FIVE CORNERS ROAD, CENTERVILLE, MA COHSFJJTOPTNEDE6ONEMt NDERTHE 11/16/2U15 MCHRECTURALCOPVRIGHT PROTECTION ' - ACT OF 1880. . - IDVE Di RAIE. - - - - 1JnAa nAr - LJITAb tttrP - - .. at>s rAa v vbla2 RIB rAtx tr vABJ . - IrAtot rB m es - tum m m-Bs 29� - - . - - rAT11M 1v wAa iD NIAtn vTm m a nAr wam,a m mow»rus Ar>t¢ - PS• 23•T (SHED NUL IY��I �Olas alrL s�>r� \ \ _mOi 11LItY1 a a M► . 9!IRR,I R L PNEL MARYIG - _L[11NA9 NLIIt IDgRf:. _ 1 \\ OO BLOCKING 048•a 9 r - 00 �rz NAyo OUTSIDE TWO RAFTER BAYS 2t12 RAPIERS t>ac - :e RAFTERS TOMATCH �— ON TO GIRT- D=TO FiM1 FxISTMG UP TO g Nppl aT _ EIGSTINGRIDGE BEARING WALL BELOW I 'DROPPED(3)t ,BY'LVL BEAM .. - O OOOEIn. • .. . 1�'.11•LVL RIDGE BOARD .. 2.1DJOISTS tsac - SIDE ELEVATION -- O.H. DOOR DETAIL . J _ soLlo — _—- _ _ APA NARROW WALL PORTAL DETAIL(SHEAR WALL[HOLD DOWN) 6c OUTSIDE Two JOIST BAYS 3•�• Fl- - ► � � � - _ _ I _ BEARING WALL iOW-43)WOBEA MIN (2)1 4Y fy,LVL FLUS�I B ROOF SHINGLES T I INSTALL FVSHING UNDER 4.6POST 4,n POST e. - S18•CAx PLYWOODSHEATRNG ; HOUSEWRAPBOECKING I V - ON TO GIRT ON TO FOFL - - 2 a 12 RAPIERS t5r FELT PAPER 1 DECKING - - LA BEAM IN - W .. - FLOORSYBTEM - SIMPSON H 25 HURIMAME CLIPS. WIND WASN FLOOR JaSTS BARRIER 30'YYIDEICENI'ATER SHIELD ALUMINUM DRIP EDGE A �J - -i 1-FASMA BOARD- P.T.2.n C l 1 r STRAPPING W/ — LSTA 24 STRAPS AT ,?GYPSUM BOARD 1.4 SOFFIT ROARD. INSTML PEEL A SACK y' I WSIDE FACE OF WALL I x CONT.VINYL SOFFIT VENT RUBBER MEMBRAFlE 1 Y - - - PER UA DOOR DETAIL 1.3 SOFFIT BOARD BE'RIVEETI LEDGER 8 TYP-2.8 WALLS 1 3M•CROWN SHEAT-,ING 1.8 FRIEZE BOARD P-T.2.8 LEDGER BOARD LAG BOLTED SOLID BLDCIONGW/(2)LEDGERLOK BO 16—STAGGERED W/•K)ISTS—GE § 2.,DJOIBB ,za� DETAIL AT WALL DECK.DETAIL SCALE:172•=1,-0. _ _ - i --- A A SKID AT EACH SIDE OF ILLLRWGII OPENINGS _ RSTAMSTRAPS AT - INSIDE FACE OF WALL W WDOW . ILI - - ___- _ —___ PER ON.DOOR DETAIL - - - — - 2.6 WALL - . - - - OOUBLEmIST - DOUBLE JOIST' UNDER DORMER - UNDER DORMER - B - WALLTYP.. .R WALL TM— - . JncK SIVD. - OPENING) 5.O' - .. ,.•�• - .r� - - - $4•� - - - _ - STUD DETAIL-(LOAD. BEARING.WALL) ROOF FRAMING PLAN SECOND FLOOR FRAMING PLANINSTALL TWO FULL HEIGHT STU0.46TWOJAa STUD AT EACH—OF ALL ROUGH OFENINDS NOTES: - 2awuL 1.)ALL ROOF RAFTERS TO BE 2 x 12's - .- - UNLESS OTHERWISE NOTED - - - 2.)USE(2)SIMPSON H2.5 HURRICANE CLIPS AT ALL RAFTERS-ENDS - (RoucN OPENING) .. 3.,VERIFY'GUTTER TVPE/LAYOUT - _ -STUD DETAIL- (NON-LOAD BEARING WALL) W/OWNERS . ffT THE DESIGNER SHALL BE NOTIFIED IF ANY '1'��� //\\JJ ERRORS OR OMISSIONS ARE FOUND ON scF "I EEEK NEW HOUSE FOR: - - THESTRUTINGB FIR IDR TO START OF COTUIT.BAY DESIGN, LLC DESEDDDTIDN.TNE OR OFACTOR SCALE : DRAWINGM y 43 BREWSTER ROAD Mn BE RECWWSNCSUE IF FOR EC CONTENT 1/411= 11-0" - MASHPE`E,MA. CO2649 CCOMMENCoF OUT a ML aNs. FA (508FIELD RESIDENCE ESE DRAWINGS ARE SOLELY FOR THE USE AE FAX(50 )539-9402. OF EOM DINNER NOTED. ANY DIRES�NIRRE O DATE 188 FIVE CORNERS ROAD, CENTERVILLE, MA ARC CD ITTEECIDUMLCOP RD�RGMf TE 11/16/2015 ACT OF 1B80. t. Centerville,MA Q. Zone: RC Falmouth Rd Setbacks F� s t` rnN Front 20' e Side 1 0� �'a, we.. inter Rd . Q Rear 10 Focus L J Prop. Garage 90 p . Gravel D/V1/ 10 o Proposed 5 Locus Map. Light Addition N.TS. Post O sao�9 Assessors Map-168 Parcel 111 d Proposed lsoo Page. Deed Bk 2603 62 Septic Tank os PLBK312PG56 Lot 5 House #188 .y x TOF EL=50.0 _ N`� ,t� Not in Zone II . _ Flood Zone o °C" DeCK f _ t SITE & SEPTIC PLAN LEGEND Sfl - Abso�b.tion System 1 Prepared for: t52.9i EXISTING SPOTGRADE ti 24x5 PROPOSED SPOT GRADE Exist1,000 Micah Fields TP FENCE rP 2� � to remain p • 188 Five Corners Road TEST HOLE LOCATION` ��.'�� Proposed SEPTIC TANK �i., TBMEL=49.7 D-Box Shed Centerville, MA ST DB DISTRIBUTION BOX I-?- Cor.Bulkhead Abandon Leach Pit AS SOIL ABSORPTION SYSTEM See dote,;l 4: Located At Abandon Leach Trench 188 Five Corners Road . See Note t19 -Lot S Centerville, MA 16,074± Sq'. Ft`.'` coy, , Scale: 1" =20' Date: November 27, 2015: stab aF Prepared by: o�,o !Co All Cape Septic, LLC �i 618 Route 28 g C&NN H OF 0."224 West Yarmouth,-MA 02673 , INSPECTION NOTE: �� `�Fp to (508) 771-4200 or:allcapeseptic@gma.ii.com.� ;COTV. PRIOR TO FINAL INSPECTION BY THE ENGINEER;SYSTEM .0 20 40 60 NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. a ,per No. 224. SCALE I"=20' . �i i HT Rev. Date December 8,2015 Added Abandon Leach Pit IV RI-V. 17AiE ` -E &--R zt,Z,ov; -AeWtd.04 Ler PYE lac19r c�. sea NOTES: 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD 2.)CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, - - DETAILS,&FINISHES IN THE FIELD WITH OWNER - - 3.)ROUGH OPENING HEAD HEIGHT OF WINDOWS AT - W NAM - FIRST FLOOR TO BE&10"ABOVE SUBFLOOR ON F.F. NEW WOOCKING.PR—DE - EXIST. - - _ _ 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS SURROUND TREADS FULL - - " suRRouNDmEAOSTOGRADE. - DECK - STATE BUILDING CODE,BTH EDITION AMENDEMENT&IRC2012 - REVIEW IMIERNlS&DETAILS - rdOR' - - - - 5.) 110 MPH EXPOSURE B WIND ZONE,1.75 ASPECT RATIO 4•s r-1m a-r as - - 4 - - - 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, . - - 1% s r - - # I - - OR HORIZONTALLY W/BLOCKING AT EDGES,WEDGE/12 FIELD NAILING _ 7.) ALL LVL LUMBERBEAMS TO BE 1.9e U480 LOAD _ - - A6 - - 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY OCEANSIDE SEPTIC,INC... FOR ALL PROPOSED&EXISTING SITE DETAILS. " - - - - 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS —_J ® L-____ 10. ALL E USED FOR FOUNDATION WALLS,FOOTINGS&SLABS CONCRETE 1 INS LAnoN&AIR eARRIER 1. _p_ TO BE 3000 PSI TO BE INSTALIID BEHIND p. - In I J - j FIRERACE UNIT PRIOR TO I SINK - - - - 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE LP^ I I INSTALLATION DURING FRAMING CONSTRUCTION KITCHEN - - O BffoLD 12.)TIMBER FRAMING TO BESPRUCE/PINE/FIR NO.2 GRADE O� KITCHEN � � ?a _ LIVING RaruTE 13.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE C (VERIFYKDCHEN- -; ; OO - - DINING VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES LAYOIRW/OWNER) RANGE1 I ;: .e - I - _ - o - _ 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY - I _ EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION CREATE NEW 57 CASED O —�REF -- � OPENING RSTAu(2l�+D �- - INSTALLER/CONTRACTOR. - - _@-- �- OPETaNC TO GARAGE HEADERALiOVENEWOPENMG - 15.)VERIFY ALL LANDSCAPING DETAILS W/CONTRACTOR&LANDSCAPE OPEFGl714y ov.' _ � - REF � - ' 0 "Sa ( HALL _ - DESIGNER/CONTRACTOR IN THE FIELD DINING 16.)SEE INCLUDED 110 MPH CHECKLIST FOR ADDITIONAL FRAMING DETAILS sa ' r-1D u 8 CLOS. - I .BENCH CUNIES - - .� b A � ' - N BEDROOM . ; ; = g DDGNEWADDRIDN. WINDOW SCHEDULE MU OOM " 'I Fm A ® ; za I LIVING FAMILY ROOM TYPEMANUFACTURER'S UNIT ROUGH OPENING - REMARKS 'A ANDERSEN TW2446 7-6 1/8'x4%8 7/8" DOUBLEHUNG - �-, ua B A 251 2'-4 7/8'z 2'-0 5/8" AWNING m F� - _ - - - - C 'CN 235 3'-5 1/2'x.T-5 3/8' CASEMENT . CLOS.__ ---- - 1--1- 7-0 5/8'x 2'-0 5/8'. vim C S'v I 1 - D- A21 - AWNING - - E ANDERSEN TW 2442 76 118'x W-4 7/8' DOUBLEHUNG - BATH BFo n .s HALL 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS e '.•�• ° a-iv rr as D sr z - - - - - WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS - - T _ g 2.ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR W/HIGH.PROFILE EXTERIOR a PORCH .� - - - - GRILLES.LOW-E HP 4 GLAZING W/TRUSCENE SCREENS&METRO HARDWARE - nn N UN O BENCH .0— r-11 - - h - NEWWDODFRAMED - - - NSULATKTN&AIRBARRIERTO PLATFORM w/A2EK- 7p _ - BEUISTALLEDBEHMDTUB - DECIONG.PROWDE - - - - - - - r - UNR P.IORTOINSTAUATION FULL SURROUND - - - - - - .. - - - WOOD FRAMED STNRw REWEW MATERWSA .. - - - - - VIS PT TREADS,HANDRAIL OE(aLSWOWNER.' ONE SIDE ON 4H POSTS - - - - T p IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS ® o FIRST FLOOR PLAN CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION ° GARAGE 4 § 4 NOTE IscoNc.SLAB) 6 - TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) 518'TVI+E%GYPSUM APRON - - - FENESTRATION SKYLIGHT WOOD FRAMED WALL FLOOR BASEMENTWALL BASEMEN SLAB CRAWL SPACE WALL WALL BOARD ON ALL - _ - - GARAGE WALLS& - U-FACTOR UFACTOR R-VALUE R-VALUE R-VALUE R-VALUE R- VALUE R-VALUE A 'MUNG,TYP. - .A - 0.32 - 0.60 49 20 3D wis 10(2 FT.DEEP) 10113 PF Tpw T ^y C �IgIF \' W NOTES: N S M O E D E 1 E C 1 O 1 9 S 1\�•I�9��D 2.15119 MEANS R MINIMUMSLIES AREA5 CONTINUOUS NSULATED SHEATHING ON THE INTERIOR OR EXTERIOR ER TO I 4 FOR INSU 8 Y - OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMEN WALL 3 REF ECC 2012 CHAPTER R ALL CATION ENERGY REQUIREMENTS ' nfi B UILDING DEPT, DATE AREA CALCULATION TABLE AREA EXIST.S.F." NEW S.F. TOTAL S.F. " - ro 1d-Lr ra I FIRST FLOOR 988 SF 789 SF 1,777 SF - - - - SECOND FLOOR - 808 SF 932 SF 1,740 SF _ 2f• z� W-W FIRE DEPARTMENT DATE TOTAL FINISHED SPACE 1,796 SF 1,721 SF . 3,517 SF BOTH St NATURES ARE REQUIRED FOR PERMITTING GARAGE 336SFDEMOL. .336SF 336SF . - .�'a• - NEW IN-LAW APT. - 708 SF SMOKE DETECTOR - - - - - CARBON MONOXIDE DETECTOR - ®HEAT DETECTOR REV'D: 12/08/2015,FAM. ROOM C.O. ' THE DESIGNER SNAIL BE NOTIFIED IF ANY BIII/ TTNREEDRAWNGS no TTOSTADNDON RTO SCALE DRAWING NO.: ' \ ® 43 BREW BAY DESIGN..LLC NEW HOUSE FOR. RESPONSIBLE EFOR THE H CONTRAcrOR - 1� 43 BREWSTER ROAD - NOSE EOR�A�NIaE ....Ru�c o"T 1/411=-11-0- MASHPEE,MA. 02649 COMMENCES W N OUT NOTFY NG THE PH.(508)274-„66 FIELD RESIDENCE TTHESE ERR—INGSGS ERRORS ELV FOR NI E USE FAX(50 )539-9402 - - OF THE OWNER NOTED.ANY OMEN USE OF DATE : Q7 188 FIVE CORNERS ROAD, CENTERVILLE, MA ' DRAWINGS Al ,O�,T,,,,��,„���THIE 11/16/2015 .. _ - - ACT OF 1M y/2,9hG Centerville,MA ,.z Zone: RC SBtbares Ront 20' 'S � OR i3. ./f �OQ t Sde. PV° 1j1j2 f311I11St�� NiS �� } .�o lbar 10 - cows. o y isting lbundation TOF EL 50.0 s _ . LacusMap NIS b j - Assessors Map 163 Parcel 111 Deed € k 2603 Pbge 62 PL'BK 312 PG56 Lot 5 mouse 133 If T•OF13=�.o ,, - Not in Zone " Ro6d Zone °'C° Deck A3 -WILT, Da Prepared for. Micah Fields Lot 1 e Corners �- 16,074# Sq. R nterville, MA - Lbcated At 188 Fbad- To the best ofrh information e flier knowledge,and belief the concrete h . Center MA foundation&sown on thisplan i 6�ate: 1"= 20' Date:April 20,2016 has been located on the ground asind i _ Prepared bit kated. ��N OF Mqs }} STEPHEN9cyN AJ! E� tic, LC B. OORE 618 Fbute 23 r Yarmouth, MA 02673 oSU (506)771-4200 or edicapeseptic,(@gmaii.com /6 rev mate R ' 020 44 60 SCALE 1"=w T i ' NOTES: ��• - / ,�°� �� �A►9I 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS I'i E.J L &DIMENSIONS IN THE FIELD . " Z^)CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, ' L;9-f s ( � DETAILS.&FINISHES IN THE FIELD WITH OWNER . 9 3.)ROUGH OPENING HEAD HEIGHT OF WINDOWS AT NEW WOOD FRAMED MwORN EXIST. FIRST FLOOR TO BE 6'10'ABOVE SUBFLOOR ON F.F. dID •AC DECIGNG.PROVIDE Fu 4^)ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS - REVIEW TENWAaormLs - DECK' - STATE BUILDING CODE,STH EDITION AMENDEMENT&IRC2012 REVIEW a DETA D WOWNER' - - 5.) 110 MPH EXPOSURE B WIND ZONE,1.75 ASPECT RATIO ' Wa z-+r s r za _ H I I y•pp "'"'ter-•+rr,,,,K,,,,� � 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, .OR HORIZONTALLY W/BLOCKING AT EDGES,3'EDGE lLr FIELD NAILING 7-) ALL LVL LUMBER/BEAMS TO BE 1.9.L1480 LOAD 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY OCEANSIDE SEPTIC,INC. FOR ALL PROPOSED&EXISTING SITE DETAILS. 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL - - SIMPSON COMPONENTS - - ----- - ----------- ------ 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS I ' i troN&AIR BARRIER I---J �---- - TO BE 30M PSI' , r-i i TO BE ACE LI BEHIND y, 'J � I j FlREPIACEUNIT R PRIOR TO 1 sWx " - 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SIZE L i i WsrAI.uTxN , DURING FRAMING CONSTRUCTION OO -- 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FlR.NO.2 GRADE ' KITCHEN § LIVING 00 KITCHEN Bw 13.)PROVIDE UTKLITY INSTALLATIONS FROM STREET TO NEW HOUSE ' DINING - - VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES ��RANG 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY s I EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION RBF ��N��CA® INSTALLER/CONTRACTOR. `---O — —' EfOSf.DDOR HEADER m2ii0 ^ - - oPENNOToltnRAGE - '�"O�tABO11ENEM0PEN°''O 15.)VERIFY ALL LANDSCAPING DETAILS W/CONTRACTOR&LANDSCAPE Ivxwzw mu_ \ REF �'? s-0, HALL- DESIGNER/CONTRACTOR IN THE FIELD ... + DINING + - �, ' - 16.)SEE INCLUDED 110 MPH CHECKLIST FOR ADDITIONAL FRAMING DETAILS CLOS. n BENCH I CUBSIE5MmopE i 6�5 _ 0 - I W+O NLAYADDR N - BEDROOM " " MUD ROOM WINDOW SCHEDULE LIVING FAMILY ROOM i+ ' ' caA zr - i i-- cx - TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS ' i :ae• m=Ovsz I II I A ANDERSEN TW2446 T-0 1/8'x4'-8 7/8' DOUBLEHUNG •�-, i I BIFOIo I ly - B A 251 T-4 7/6'x 2'-0 5/8- AWNING ' C CN 235 T-5 1/2'x TS 318' CASEMENT CLOS. r D A 21 2'-0 5/8'x Z'-0 5/8- AWNING E ANDERSEN TW 2442 7-6 118'x 4'4 7/8' DOUBLEHUNG ss BATH IOID B 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS e ^ + sa T""'A�e z-+D- zs a••z D sr z ~ WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS • _ � 2 ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR WIHIGH PROFILE EXTERIOR b O 6 PORCH _ GRILLES.LOWE HP 4 GLAZING WR S RUCENE SCREENS&METRO HARDWARE - A WOGDFRAMM .¢ T=&MBARRERTO - PECKWM-OVM BE WSTALL TO INS NDTUB I=W RRMIND E H UNR PAIDRTO INSTAILATxN FULL 6awOUND . -. NbOD FRAMED STAIR =NATEl9A15& S S PT TREAD HANDRAIL DETAILSWWNHL § - - - ONE SB�ONM Pa&TB - - . IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS 4 GARAGE ' 4 v FIRST FLOOR PLAN CLIMATE ZONE SA(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION NvrE IsmNGsuRI 6 e TABLE 402.1^1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) 51S TYPE xGYPSUN 11 APRON WALSONRONAI. ZACrRAT10N SKYLIGHT CELLWG WOODFRAMED WALL FLOOR R-VALUNTWALL BASEMENT SLAB CTtAWLS PACE WAU GARAGE WALLS& y - UFACTOR UfACTOR R-VALUE RVALUE R�'ALUE R-VALUE R-1/AWE RVALUE Al�A - CEDN4TYP. - 0.82 0.90 '. 20 30 15M9 10(2 FT.DEEP) 10/13 A6 A6 t T.R-VALUES ARE MINIMUMS 8 UFACTORS ARE MA7(IMUMS. 2.15179 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR - --" • -' --- "-" - _-- OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR.OF THE BASEMENT WALL .3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS - - A AREA CALCULATION TABLE - - AREA EXIST.S.F. _ NEW S.F. TOTAL S.F. , ro ,vim ra• FIRST FLOOR 988 SF 789 SF 1,777 SF SECOND FLOOR 808 SF 932 SF 1.740 SF r xr zv Wr L TOTAL FINISHED SPACE 1,796 SF 1,721 SF 3,517 SF GARAGE 336 SF DEMOL 336 SF 336 SIC - . &ea _ - NEW IN-LAW APT. 708 SF y ®SMOKE DETECTOR ®CARBON MONOXIDE DETECTOR ` HEAT DETECTOR REV'D: 12/08/2015, FAM. ROOM C.O. r ®Q� COTUIT BAY DESIGN, LLC NEW HOUSE FOR. TTHESE EBxNVANGS�GBRIORTOSTART�� ERRORS OR OMISSIONS ARE FOtRID ON SCALE : DRAWING NO.: RU IL UDDING 43 BREWSTER ROAD W `ERERESP0MSI FOR THE CON--wr CONSIC IOTHEBCONTRACIOR MASHPEE,MA. 02649 COMMEiNCESWITHDUTNOrffWNGTHE PH.(508)274-1166 FIELD RESIDENCE DEMOtoER N THESE DOF ANY ERODS OR ST�� FAX(50 )539 9402 OFTHED—MMOTEo.—THMUu OF DATE : AA THESE DRIVNGS ARE S YFOR THE USE 188 FIVE CORNERS ROAD, CENTERVILLE, MA ECTI 11/16/2015 ACT OFI TUWLL aDPWDaHT PROIECTIDN ACT OF,Sea (SHED DOPER) H ID CLIS z • I I I. I - b I II I II I CA�SEDOvINM NFifV NGINTO CLO — - ___J -FAIILV ROOM I� . 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DA.PKEY.AL BELOW GRADE WAILSrofsE DALP PROOFED PRIOR ro BAD IffILL .:i.•r•.'• ------------ ---- •-, BUILDING SECTION THRU ADDITION BQ® COTUIT BAY DESIGN, LLC NEW HOUSE FOR: nE°Es'GNER BHALL BE NGT60)PMJY ERRORS OR ONISSIDNS ME FOUMD ON SCALE DRAWING NO.: 43 BREWSTER ROAD ED T�eoRRTOtfiLD cmNG�RFAcroR MASHPEE,MA. 02649 wYV61LRER FOaraEco"'EN' 1/4"= 11-OR PH.(508�274„66 FIELD RESIDENCE c THESmEamm� a` FAX(50 )539-9402 TN° 'ESEGRDE`RAx°FrIARe°so°v°FoT:�u"s� 188 FIVE CORNERS ROAD, CENTERVILLE,_MA GFnE,)GwNNERN RmumYOn1FAlL5EGF DATE : A5THESEDAwwTHSmm.REQUI, O `°� POTTE 11/16/2015 _ - ACT OF19BG MGIO A Op Af IrMb i1W B !A a Ml IBip A NGTOI rs - . ul SOMv m,s��oar 1 Two `.� - NRlm VON m r am RAF1EIt BAYS h12 RAFTERS' 1SFc ,00 . • I y - ILL®M A.NEW2® RAF1ERS TO MAiC11 E%LWWG UP To V — — POSE ..e POST - s, N3Jw. ; •.� EXIST GROGE I ON TI�GOTf =TO FON. •2 - �. • 3 . ••14•LA RID[i£BOAgp _ _ _ I SEMIIi°WALBElOW I OROPPE0�,351e4G'LVL BEAM - - -' OAOISTs 18Lc _ •r- -i - �� ;I O.H. DOOR DETAIL ATM TY BLOCKING 4 APA NARROW WALL PORTAL DETAIL(SHEAR WALL/HOLD DOWNOUTSIDE TIM .rota)SAYS - .. _. � oN 10 GIRT -. a� •_ °- • § I )h10SEAMW ` • § I' �I '' I I � I '9 BEAR03G WALL BEIDW ' I 1 1 1 A - I POST ROOF SHIN LL C; T 1 -ONTO `\ DN TO FOM O _ - 1 IMS)ALL F1ASf10JG UNOER 4 I 9 I MM 2x 12 RARAFTERSS'B•COX PLYWOOD SFEIU ATNG FLOOR I NO PAOEf]ONG FLOOR SY57Fi1 9 � 159 FELT PAPER , f O W RRIER B�sO sNN25 HIIRRICAIECLIPS 1 ° ECXM 2 I 14 i - - -' I _ BARRMR 3PWMEICJWATERSHIHD FLOOR JOISTS AUJMD U DRIP EDOE 113STRAFPWGWI 11BFASMBOARD . LSTAUSTRAPSAT 12GYPSOMSOMp P.T.2AB9®,s•oc UJSO)E FACE OF WALL OJL DOOR DECAL ,•COM.VOMSOFFT)VENT O6TAlL PEF165TIG( TYP.3tB WALLS 13WORONSO� RUBBER IffJABRAPE 6 I _w - eETw63,I LEDGERS xe FRBg BOARD - SHEATHOJO ti$ •.• I -. - -� soiiD'BiocM�NO W�RO 'BOLTED TO DETAILAT WALL '6 ac STAGGERED W B scALE:,rz•=ro• .DECK DETAIL . I I --- m I , AS AS .. LSTA2, STUD AT E RI ACH SEOFALLROUSHl OPeM4Gs AT • - ' - DISB)EFACE CEDF OF WALL - PEROH.000RDETM WINDOW 'DOUBLE JOIST - - ONOL.TYP. 3:RR DOOBI2 M'SDORMER 2 a B WALL WALL.TYP. UMOSWALL Typ. � _ - � WALL TYP. Sd 14.d Sd A$ - ----- - - • -. STUD ... xd STUD DETAIL LOAD BEARING WALL ROOF FRAMING PLAN ) SECOND FLOOR FRAMING PLAN NSTALTWOFlILL MGG ffsNDS4STWOJgCK NOTES: ORO AT EACH SME OF AL ROUGH OPENONiB ' 1.)ALL'ROOF RAFTERS TO BE 2 x 12's r - ,� 1 UNLESS OTHERWISE NOTED _ - WHOM 2.)USE(2)SIMPSON H25 HURRICANE CUPS - - 2.s WALL - AT ALL RAFTERS ENDS - . 3.)VERIFY GUTTER TYPE/LAYOUT - - W/OWNERS - - - - (ROUGH OPENING) JACI(S)VO STUD DETAIL (NON-LOAD BEARING WALL) BQ® COTQIT REWSTE ROADDESIGN, LLC NEW HOUSE FOR: MM SHPEE, A ROAD PH.((508 E MA-1 C0C2649 THESE oR O3Os5 ONS ME FOUNDM .(508)27l-„VV FIELD THESE pRAW ryGB gBDR TO s)AR pF SCALE: DRAW RESIDENCE °�� M°�"�°" FAX(50 )539-9402. _ � IF`°"DONS' 188 FIVE, COMMENCES WIDroIlf NOT1F1TgO 71g . CORNERS ROAD, CENTE , MA OES GNES20FANY ERRONS DR OIO$s ONS THESE ORAVA SOIELV FORTHB usE: /�RVILLEDGB wFaWRTfF?! DATE : /"1� AGE N 11/16/2015 ACf OF' . Centerville,-MA a, Zone: RC Oa moo.�o Setbacks Falmouth Rd (O rN FoG' s Front 20' d o, 0�� Side 10' s L Westminister a QJ Rear 10' 3. Locus a lk Prop. - - Garage -y Gravel DNV f �o •o. Proposed o Locus Map LighPostt Ad d i t I C)fl �`° N.T.S. c� - Assessors Map 168 Parcel 111 _ Proposeo 1,500 Deed Bk 2603 Page 62 Septic Tank PL BK 312 PG 56 Lot 5 House #188 TOF EL=50.0 Not in Zone II Flood Zone „ " 0 'Fr000sed Sol SITE & SEPTIC PLAN w LEGEND sh �SorS;ia�S�� • F �' _ Prepared for: (52.9) EXISTING SPOT GRADE �✓'� z4xs PROPOSED SPOT GRADE � Exist1;000 � - - - Micah Fields ' — TP FENCE Z`'so��� to remain _ 0 � _ TEST HOLE LOCATION ��. 1 Proposeu 8 Five Corners Road sT SEPTIC TANK - - '�., TBM EL=49.7 D-Box - 1 ,;: :� - - , Cor Bulkhead o o., (mac Centerville, MA DB DISTRIBUTION BOX SAS SOIL ABSORPTION SYSTEM C3 '1O` 19 _ Located At Abandon Leach Trench 188 Five Corners Road i See Note#19 _ Y Lot D Centerville, MA 16,074±'Sq. Ft. Scale: 1"=20' Date: November 27,2015 r ". Prepared by: �F 5 All Cape Septic, LLC 618 Route 28 M`"e"`` West Yarmouth MA 02673 INSPECTION NOTE: , ` ` ' `\ t��� _ (508) 771-4200 or allcapeseptic@gmail.com PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM-0 20 40 (Q NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. �f 224 ,Q SCALE 1'=20' Rev. Date December 8, 2015 -Added Abandon Leach Pit -� Re v. VATS.- +EcF.t &M V Z,o i5 -AA f d CVTLer pyf 6c lq 22'd WINDOW INFORMATION ' ANDERSEN AW 251 AWNING WINDOW MINIMUM R.0.2'-47/8"x 2'-4 7/8" 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS EXIST. 2.ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR W/HIGH PROFILE EXTERIOR DECK GRILLES.LOW-E HP 4 GLAZING W/TRU-SCENE SCREENS&METRO HARDWARE � II A A A2 A2 5 r GP 1 —J NK L— EXIST,FAUX BEAM TO I ` CONCEAL PLUMBING BELOW CEILING EXIST. I RANGE KITCHENKI HEN EXIST. 00 EXIST. O 0: 1 BATH I DINING I I I D © LOS CLO I I I I EXIST. IN-LA EF REMO� APARTMENT HALL T ® r HALL (1 BEDROOM) ______ ____ N. m FAMILY ROOM s$ ON. REMODELED CLOS. EXISTING NEW RAILING®3T BEDROOM RRMODELED MASTER AFF,PROFILE I BEDROOM SELECTED BY OWNER µ 2ND FLR. FLOORTB ^I 4 I JOISTS " REMOVED, l� EXIST, j j REMOVED EXIST. �° NOW OPEN r I FTH MUDROM I I EXIST. -OPEN TO TOFOVER rsr LIVING H ABD E FAMILY ROOM BELDW -1g.g '... I ------------ 6-1012 j 6-10 irz' I U-1012• 6-lovr --------=------- ----------- --- -------------- CLDS LOE NG �VTE$ �J /0 r-T 1rz'I 2-T 2'-7 1rz• - I r-T 1rz• 2•-g 12•-T 1rz•i (/®� T-31rz' B-0' 15'S i W`Y T.irz• \ NEW MOM MER NEW SHED DORMER 3&d A LEGEND A � FIRST FLOOR PLAN (DSMOKEDETECTOR SECOND FLOOR PLAN Q CARBON MONOXIDE DETECTOR <<<I' (D HEAT DETECTOR NEW 8'WIDE NEW B WIDE SHED DORMER SHED DORMER NEW AZEK FASCIA.SOFFIT&FRIEZE NEW AZEK RAKE&DRIP 12 BOARDS TO MATCH EXISTING BOARDS TO MATCH MST. 4 12 TYPICAL ASPHALT ROOF SHINGLES DIMENSIONS S DETAILS.TYP. 01 MATCH EXIST.COLOR&MANUF. TOP OF PLATE TOP OF PLATE WOVEN f CORNERSEl _ I AZEK OR EQUAL 1.4 DOORW.C.SHINGLE SIDING SECONDFLOOR WOVEN CORNERS SUBFLOOR w/WINDOW&DR CASING 5-+-TO WEATHER, 2-HISTORIC PVC SILL SECOND FLOORA��FL OR _ SUBELDOR_ TOP OF PLATE TOP OF PLATE [01 oo r FIRST FLOOR FIRST FLOOR .� SU F'00� SUUFLOOR f 1� r RIGHT ELEVATION FRONT ELEVATION PRELIMINARY DRAWING FOR DESIGN REVIEW THE DESIGNER SHALL BE NOTIFIED IF ANY B C® NEW DORMERS & REMODELING FOR• ERRORS CONSTRUCTION.OMISSIONS AE FOUND ON NG R COTUIT BAY DESIGN, LLC THESE DRAWINGS PRIOR TO STARTOF SCALE : DRAWING NO.: 43 BREWSTER ROAD WIILL E ESPONSIBLE FOR ITHE CONTENTOR IN THESE DRAWINGS IF CONSTRUCTION 1/411 - 1'-01, MASHPEE,MA. 02649 COMMENCESWITHOUTNOTIFYINGTHE PH.(508)274-„66 FIELD RESIDENCE Al 8 DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE FAX(50 )539-9402 TOF THE OWNER NOTED ER HESE DRAWINGS EQUIRESTHE WRITTEON DATE : 188 FIVE CORNERS ROAD, CENTERVILLE, MA CONSENT 9URALCOYRIGHUNOTECTI 5/16/2017 ARCHITECTURAL COPYRIGHT PROTECTION NAILING SCHEDULE NOTES: TYP.ROOF IT0,c- -2 x 8 ROOF RAFTERS O 16'o.c. 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS -s16 COX PLYWOOD ROOF SHEATHING - 110 MPH EXPOSURE B WIND ZONE &DIMENSIONS IN THE FIELD ASPHALT ROOF SHINGLES EXIST 2x8 RIDGE BOARD15LB.FELr PAPER JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING 2.) CONTRACTOR TO VERIFY ALL INTERIOR B EXTERIOR MATERIALS, ®H-Ft BA CEILINGS(R TINSULATIO INSULATION DETAILS,&FINISHES IN THE FIELD WITH OWNER .11•BATTINSULATION ®FLATCEIUNGs(Rm9) NEW2x6s@1T' . ROOF FRAMING: 3.) MATCH EXISTING ROUGH OPENING HEAD HEIGHT OF WINDOWS AT -2x12 RIDGE BOARD NEW h8 DORMER BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END SECOND FLOOR TO BE 6'10"ABOVE SUBFLOOR -SIMPSON H 2.5 HURRICANE CLIPS RAFTERS 16'o.c. AT ALL RAFTER ENDS RIM BOARD TO RAFTER END NAILED 2-16 d 3-16d EACH END 4. ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS F ROOF a:r1-2- ( ) -ICE/WATER SHIELD AT BOTTOM .'' 12 MATCH WALL FRAMING: ) -PRO WASH tea:Exlsr. STATE BUILDING CODE,STH EDITION AMENDEMENT&IRC2015 WIND W SH BARRIERS RAFTERS TOP OF PLATE r TOT'PLATES AT INTERSECTIONS FACE NAILED 4- -ALUMINUM F8 DRIP EDGE ---- -- NEW 2x10 CLG.JOISTS 1s•o.°. ( ) 16d ttfid AT JOINTS 5.) 110 MPH EXPOSURE B WIND ZONE,1.50 ASPECT RATIO - STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"O.C. -�NEW R381NSULATON i HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, - MATCH ESH.1 G OVER NEW DORMER OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING CLG.FINISH wl%[ FLOOR FRAMING: 7.) ALL LVLLUMBER/BEAMS TO BE 1.9e U480 LOAD TYP.WALL CONST. STRAPPING ON 1G ~I 1.2x6STUDS@16-°.°. r NEW2%BLEDGER STRAPPING AT REMODELED - JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-1 Od PER JOIST 2,IQ'PLYWOOD SHEATHING '���0'C"ryP' 8.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL 3.6-(R�O)BATTINSULATION FORCUiRAFTEfiS FAMILY ROOM BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END SIMPSON COMPONENTS Q BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK 4.12'GYPSUM BOARD 12 S.W.C.SHINCLE SIDING y tOx� LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST 9.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE 6.TWEK VAPOR BARRIER SECOND FLOOR JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST DURING FRAMING CONSTRUCTION SLB--R - BANDJOISTTOJOIST(ENDNAILED) 3-16d 4-16d PER JOIST 10.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE TOP OF PLATE_ 2x10JOISTS@16'o.c. BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT 11.)FOLLOW ALL REQUIREMENTS OF THE IECC 2015 RESIDENTIAL ENERGY NEw soLID ROOF SHEATHING: EFFICIENCY REQUIREMENTS 8 VERIFY ALL DETAILS WITH THE INSULATION - BLOCKING UNDERNEW DORMER WALL WOOD STRUCTURAL PANELS(PLYWOOD) INSTALLER/CONTRACTOR. w RAFTERS OR TRUSSES SPACED UP TO 16"o.C. 8d 10d 6"EDGE/6"FIELD EXIST. EXIST. RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD a LIVING KITCHEN GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD L GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS FIRST FLOOR GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULAVION UBFLOOR -— TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) 2' CEILING SHEATHING: ° x % Ew GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD C° ;010i` e a WALL SHEATHING: NOTES ENO s 1$/18 L18 EXIST. -1. WOOD STRUCTURAL PANELS(PLYWOOD) 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. BASEMENT - STUDS SPACED UP TO 24"O.C. 8d 10d 6"EDGE/12"FIELD 2.15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 21 OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL 1/2"&25/32"FIBERBOARD PANELS 8d — 3"EDGE/6"FIELD )a 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION 8 ENERGY REQUIREMENTS - 1/2"GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD 4.13.5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR &R13 CAVITY INSULATION FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) 1"OR LESS THICKNESS 8d 10d 6"EDGE/12"FIELD GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD (w)BUILDING SECTION THRU ADDITION Az A r A 3B-0 y A2 Az33-0• � YA2 ' --- _ _ ASPHALT ROOF SHINGLES V PER PLAN 9T COX PLYWOOD 2x RAFTERS 5I8•FEL PAWOOD SHEATHING Ic I r-J I PER V I ' r SIMPSON H 2.5 HURRICANE CLIPS WINDIER ST WIDE ICEMATER SHIELD BARRIER III - ALUMINUM DRIP EDGE SOLID BLOCKING @ 1 x 3 STRAPPING W/ 1 x 8 FASCIA BOARD -- r' 1/2'GYPSUM BOARD MATCH EXIST.DETAILS (PANEL ixd SOFFIT BOARD EDGES) RAFTERS ZI>�a 8 CLG.JOISTS.TYP. 1 x 3 SOFF TI BOARD FIT VENT EXIST.2x10 JOISTS 18'a.c. EXIST.2x6 RAFTERS 16'o.c. ( TYP.2 x 6 WALLS 1 T4'CROWN EXIST.2xBRIDGEBOARD 4 1 x 6 FRIEZE BOARD - j DETAIL AT WALL L � SCALE:1/2"=1'-0" NEW 2x8 RAFTERS 16'0<. NEW 2x8RAFTERS IT-. I] \ NEW DOUBLE JOISTAT NEW jJ71L FLOOR 1 — OPENING,TW. -IIyII^I ( I NEW2x8 LEDGER —_ _= FOR CUT =_- I REMOVE IXIST. J --- tJ - b 11 —, RAFTERS.TW. i b JOISTS TO CR TE OPEN FOVE/�/EA \ L__— Al 'I Tel TINSTALL NEW SOLID INSTALL NEW SOLID ILIA L BLOCKINGBETWEEN BLOCKING BETWEEN T-312' �. V lw B-0• 1• 3.312• J, EXIST.JOISTS UNDER EXIST.JOISTS UNDER NEWSHEODORMER NEW SHED DORMER w NEW DORMER WALL NEW DORMER WALL SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN THE DESIGNER SHALL BE NOTIFIED IF ANY B Q® NEW DORMERS & REMODELING FOR• ERRORS CONSTRUCTION, SIGNS ARE FOUND ON COTUIT BAY DESIGN. LLC THESE DRAWINGS PRIOR TO START OF SCALE : DRAWING NO.: CONSTRUCTION.THE BUILDING CONTRACTOR 43 BREWSTER ROAD WILL BE RESPONSIBLE FOR THE CONTENT 1/4" IN THESE DRAWINGS IF CONSTRUCTION MASrHPE1E,MA. 02649 COMMENCES WITHOUT NOTFYING THE x{ FIELD RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS. PH. 508)274-1166 DESIGNTHESE ER RAWINGS ERRORS OR FOR THE USE FAX(50 )539-9402 OF THE OWNER NOTED.ANY OTHER USE OF DATE : THESE DRAWINGS REQUIRES THE WRITTEN 188 FIVE CORNERS ROAD CENTERVILLE, MA ARHITETOFTHEDESIGNHTPROECTI 5/16/2017 A2 CONSENT ONSE TOO THE COPYRIGHT PROTECTION ACT OF 1990. T a ,l �'I F ,E NO TES: 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS � '• ' - 2T� - - &DIMENSIONS IN THE FIELD - - ' ..- .4 (p % f° '"'0F I�')4,,A •'). 2.)CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS; DETAILS,&FINISHES IN THE FIELD WITH OWNER w - - - - - - 3.)ROUGH OPENING HEAD HEIGHT OF WINDOWS AT - - FIRST FLOOR TO BE 610"ABOVE SUBFLOOR ON F.F. WX!EXD DFRAMEROUTFOW E FULL - EXIST. - _ - - -4.)ALL.CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS NDIIIWDECKINGPROVIDEFULL - - . _ SURROUNDTREADSTO GRADE. - - -DECK - - - - - STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2012 - - REMEWNNTEII S&DETA&S - - - 5.) 110 MPH EXPOSURE B.WIND ZONE,1.75 ASPECT RATIO 4W z-tm 9a• - va• - I -t t I I ' W V� - -6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING - 7.) ALL LVL LUMBERBEAMS TO BE 1.9e U480 LOAD - A6 - - - - - - - - - 8.) SEE CERTIFIED PLOT.PLAN DEVELOPED-BY OCEANSIDE SEPTIC,INC._ FOR ALL PROPOSED&EXISTING SITE DETAILS. - - - - - - § - - - - - - 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL A A - - - - - - - - SIMPSON COMPONENTS- -10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS i---- INs lanos&aR BARRIER ------ --� ® I"—" - - - -� - - - TO BE 3000 PSI - - - F—j— - 1 '- TO BE INSTALLED BEHIND p_- 'J 1 ; FIREPLACE UNR PRIOR TO I SINK - - - - 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE- lusTAuwnoN - - - - - - - - DURING FRAMING CONSTRUCTION' _ INK - - O _ -. _ I BIFOUD _ _ _ _ - 12.)TIMBER FRAMING TO BE SPRUCE/PINEIFIR NO.2"GRADE - KITCHEN. § LIVING �O KITCHEN O 13.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE l DIM` C I.AYOUTou KOCNEN - ' - DINING - m - VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES LAYOur WTCHE14 / - - - 1 14.)FOLLOW ALL REQUIREMENTS-OF THE IECC2012 RESIDENTIAL ENERGY _ - RANOE EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION 1x1EATe NEW WCAsED _ _ 0MNINGIHST0.LR)h,U - _ _ INSTALLER/CONTRACTOR. NFlLL EXIST:DOOR HEADERABOVE NEW OPENING —�—— - OPENING TOGARnrt - HALL - - 15.)VERIFY ALL LANDSCAPING DETAILS W/CONTRACTOR&LANDSCAPE a- � - OPEEGld111',^^w• _ - - - REF - (® sue. - - - DESIGNER/CONTRACTOR IN THE FIELD - - - - - ' i DINING - - \`t+ - r oFL - - - .16.)SEE INCLUDED 110 MPH CHECKLIST FOR ADDITIONAL FRAMING DETAILS I CLOS. ' I BFHCN CURB@S . h b A - ; - NEWOPENING - .a� BEDROOM. . ; I 4 «llllVVV'��L q i NroNEWADDGwNRH MU OOM WINDOW SCHEDULE - II - _ - - A ® sc x rz LIVING ;; FAMILY ROOM _ s I i - MANUFACTURER'S UNIT ROUGH OPENING - REMARKS _ - - - - - - zs•ae• Iz)za^se• I - - - - - - - _ A ANDERSEN TW2446 - 2'-6 1/8"x4'$7/8" DOUBLEHUNG - - . £, B A 251 2'-4 7/8"z 2'-0 5/8" AWNING - - - 4 _ r�LIQ C -CN 235- T-5 1/2"x.3'-5 3/8" CASEMENT - z' :. - _ CLOS._—�F �- ----- -=-- - 1--1- _ - _ .. _ - - D. A 21 2'-0'5/8"x 2'-0 518" AWNING - wIo C S.`_v I e E ANDERSEN TW 2442 2'-6 1/8"x4'-0 718 DOUBLEHUNG BATH BIF= .6 HALL• so °'- _ re - - _ - - 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS - B sa• 3•-ia• rr - as D sr r - - - - - - WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS - _ g - 2.-ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR W/HIGH PROFILE EXTERIOR 5 PORCH 4 - - - - - - - GRILLES.LOW-E HP 4 GLAZING W/TRU-SCENE SCREENS&METRO HARDWARE - - 6 O BENCH- -0112• r-+, - - - - - _ NEW WOOD FRMB:D - - - - NSULATIOH&ABt BMRIER TO PLATFORM w/AZEK q - - BEINSTALLEDBEHINDTUB DECKING PROVB)E - - UNIT PRIOR TO INSTALLAMN FULL SURROUND' - -. - - - WOODFRAMEDSTAIR REVIEWMATERIZ& - - - - - - - i,v6PTTREADS,NMDRNL DEfaLS wlOWNER. §. - _ - - _ _ _ - - - - - - - ONE SIDE ONdnI PORTS � - . p p IECC2012'RESIDENTIAL'ENERGY EFFICIENCY DETAILS o ® o v FIRST FLOOR PLAN CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION _ wOTE G E o = TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) . H 9s TYPExGWSUM �+CONG SLAeI 'pm ApROH - - - - FENESTRATION SKYLIGHT -CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SP_ACEW WALL BOMOON ALL - - - - I-FACTOR - U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE - A CEILING.TYP. - - 'A.,• - - - - - U.32 - - 0.60 69 20 - 30 IW19- 10(2 FT.DEEP) 10D3 - - - NOTES: _ _ - _ _ - - - 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. - - -. - - - - 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR_ - OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL - - 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS - - AREA CALCULATION TABLE _ - - AREA DUST.S.F. NEW S.F. TOTAL S.F. ro• - +o-Ir ram•' - - - - - FIRST FLOOR 988 SF 789 SF - 1,777 SF - .1. SECOND FLOOR - 808 SF - 932 SF 1,740 SF - - - - - - TOTAL FINISHED SPACE 1.796 SF 1,721 SF 3,517 SF - - - - I - - - GARAGE - 336 SF DEMOL 336 SF - 336 SF - .. NEW IN-LAW APT. - 708 SF . - - - • - - - - SMOKE DETECTOR - - CARBON MONOXIDE DETECTOR - - - — ®HEAT DETECTOR REV'D: 12/08/2015, FAM. ROOM C.O. THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS A OMISSIONS ARE FOUND ON' �u® A NEW HOUSE FOR-i � � � � � � � � - - - - •'- � � THESE DRAWIN.THEE PRIOR IMNGSTART GF. .. COTUIT BAY DESIGN,:LLC DDNSTRDC„DH.T„EBDI�INGGGNLRADTGR SCALE : DRAWING NO.: 43 BREWSTER ROAD WN BETHESEESPONSSIBILDRAWNGS EFOR THE 00NTENT 1/4"= V-0. MASHPEE,MA. 02649 SMUCTION COMMENCES WITHOUT NOTIFYING THE PH.(508)274-116s FIELD R E S IT`D E N C E - DESIGNER OF ANY ERRORS OR OMISSIONS: rr FAX(50 )539-9402 i - - - - aF THE OWNERHOME ANY OTHER USE OF THESE DRAWINGS MESDLELY FOR THE USE DATE 188 FIVE CORNERS ROAD,CENTERVILLE, MA THESEDRaYANGSR�UIRES THEWRTTTEH A 1 COCNITE OFTHE OPYRIG T PIDERn� 11/16/2015 MCMTECTURAL CormlGHr PROIEGTON ACT OF IB&0. s I h (SHEDOORMER) 13 _ A6 .. Fill" y - 11 II b I I 1 I I 11 CREATE NEW SV I ___J EASED OPENWG DITO LO . FAMILY ROOM �I� LL % -HALL ra.ea --- -------------------- ---- REMODELED 0) rd 1 MASTER (� FAMILY ROOM e= ON. S BEDROOM 8 GC � �IBT. I I BEDROOM b E - - i _ - _ FRAMING&INSTALL NEW HEADER AS REO9. - E i CL . S. I i ❑ . I. I ❑ 1 � _ - 1 I AAC ES E� �k.c MIN�]2YM� SECOND.FLOOR PLAN. WsuuTE. - Y ACCESS PANEL _ - NAILING SCHEDULE "I (LINEN - - - - - °N L-. 4 110 MPH.EXPOSURE B WIND ZONE WA0.DETERMINE a JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING` - i HEwHr.aowNER - ' .RrFNr - ROOF FRAMING: - °d• n ,o Tue B BLOCKING TO RAFTER(TOE NAILED) - 2-Bd 2-iOd EACH END A6 _ - �RIM BOARD TO RAFTER END NAILED 2-16 d - AS 3.1sd EACH w ( ) - END BATHROOM - A - - - ..WALL FRAMING: - - - - TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d - - 5-16d AT JOINTS - - STUD TO STUD(FACE NAILED) - 2-16.d 2-16d - 24"o.c. HEADER TO HEADER(FACE NAILED) - - - -16d 16d 16"o.c.ALONG EDGES - i O FLOOR FRAMING: - - JOIST TO SILL,TOP PLATE OR GIRDER(fOE NAILED) 4-8d 4-10d 'PER JOIST- -" E - - BLOCKING TO JOISTS(TOE NAILED)- - - _ 2-8d 2-10d -EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) - 3-16d 4-16d EACH BLOCK- _ LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) - - 3-8d 3-10d PER JOIST - rs rs ra zs - BAND JOIST TO JOIST(END NAILED) - - - - 3-16d 4-16d PER JOIST - - - BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO - 2-16 d 3-16d PER FOOT - so ROOF SHEATHING: zaa• - - -WOOD STRUCTURAL PANELS(PLYWOOD)- - - - RAFTERS OR TRUSSES SPACED UP TO 16"o.c. - 8d 10d 6'EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"oxc - 8d- 10d '4'EDGE14"FIELD .. GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d - .6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS - - 8d 10d 6"EDGE/6"FIELD - W/STRUCTURAL OUTLOOKERS - - - - GABLE'END WALL RAKE OR RAKE TRUSS.W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD - CEILING SHEATHING: - - - - - - GYPSUM WALLBOARD - : Sd COOLERS — T EDGE/10"FIELD - - . - - - - - - - - WALL SHEATHING: - - WOOD STRUCTURAL PANELS(PLYWOOD_) - - STUDS SPACED UP TO 24"o.c. - 8d 10d 6"EDGE/12"FIELD - - 1/2"&25132"FIBERBOARD PANELS .8d 3"EDGE/6"FIELD 1/2"GYPSUM WALLBOARD 5d COOLERS 7'EDGE/10"FIELD . - - FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) _ - - - 1"OR LESS THICKNESS 8d 10d - 6"EDGEH2"FIELD - GREATER THAN 1"THICKNESS. - - - 10d 16d 6'EDGE/6'FIELD !� REVV: 12/16/2015, FAM. ROOM C.O. THE DESIGNER SNALL BE NOTIFIED IFA ERRORS OR OMISSIONS ARE FOUND ON B 1�® NEW HOUSE FOR: - - _ CONSTRUCTION. THE OR TO START OF COTUIT BAY DESIGN..LLC - THESEDRAWINSPROILDINGCONIRACTOR SCALE : DRAWING NO.. 43 BREWSTER ROAD - _ - WILL BE RESPONSIBLE FOR THE CONTENT 1/4�/= 1�-0�IN THESE DRAWINGS IF CONSTRUCTION MASHPEE MA. 02649 CONNENCEs wHHour NOTIFnNG THE _ - PH.(508))2ia-„ss FIELD RESIDENCE5E DRAWINGS�R � SE FAX(50$)539-9402. THEOFTE O RcsRE'D-ouI OTH W DATE : /� 188 FIVE CORNERS ROAD, CENTERVILLE, MA M(C HlTTECOTIIRK O�PYRIIGN PPRROTE THE CTIION 11/16/2015 A2 - ACT OF IM. . - ,S INSTALL yS ANdK1R BOLlSATSoc MAX - a • 6 P. pACEM gpLTS Si BEAR WITHIN T-S' PLATESNG OF EACN . - .CpRNFJE AFID TO A 8 MINIMUM DEPTH _ NEW 1T SONOTUBE FOOTINGS . DORMER OVER - - - TO 4'P BELOW GRADE USE � - r I � ' SIMPSON ABU N POST BASE mI I ------ - TYP.ROOF. R lz DRILLaFlNNEW FOUND.TO '�. —142 1 %-AFICIWR BOLT TO ANCHOR ElObT.rII6vtT DOWELS wT I G6LT TO FOOTINGS IW—VER,ICAL.TYP. I -- CONST. SC o� TOP OF PLATE XIO'e IT.. 1 STRAPPINGi ace\ �� T1Y SP I EXIST. «I3LAiOFME wA'�LLBA'm. 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U TO H i I I INFO EXISRN � - - --------------------- NOT REQUIRE BIMING STEEL, TYFlCAL 38-a3S Hs I I - - -2X12 ROOF RAFTERSIg 16 e.c - - . w CONCRETE FOOTING , ; FOUNDATION WALL w CDx PL,IwOODRGOFSHEAIHING - / p�' SECTION @ GARAGE - - I -ASPHALT ROOF SHINGLES F as 1 _ -15LtL FELT PAPER AS - -1P HM3 BATT INSUlAT10N . I BLOCKI®"I�YPICAL D BASEMENT -L-SAW CUT NEW OVER a I FROM TOP OF WALL TOG @ SLOPED CEILINGS(Ii--SB) _ 4Bhc OUTSIDE 6MILVAPORBARRIER, EXISTING SLAB 4VME -„'BATT INSULATION - - . a I TWO JOIST SAYS 'WfA�D 1 I I TI]PROVIDEACCESS - - - FLAT CEILINGS(R.11) 1 I BEIWEENExISTMG HOUSE 2.12 RIDGE BOARD a1�W BlSEL�NF -SIMPSONHz61NRRICN�C - AT ALL RAFTER ENDS - I WOFROOF _AT BDROM :PROW EATSETSH E�RS,RAFIERSWIND - . - I e'-0- I I LLePIN NEW FOUND.TO _ _ -AWMINUMFII-IFEDGE - IXIST.w/65X1iWWE1-.AT - - 4 I I tSo-c VERTICAL, 2mSs®I6'o.c n—R m z B FAM I - MATCH 13 - _ 4'FIBERGIASS SATT LVL RIDGE BOARD - $W Pi P'�.I r —1 —_—— - ExIST.ax 2 WSULATION(PAS MIN.) - - COLLAR TES®1Sac - ` 10 CEIING JOISTS®IT 0<. TOP OF PLATE - - TOP OF PLATE______ }$'GWBONmuNG.TT2.ANCI-GRW TYP.WALL CONST. CEWNG uVERHALL SIMATOLTTOPUR L ®i6�oc STAGGERED. c z1/zPLYwvooslaaATNwG MASTER MASTER - - R &w(R,-m)BATTmuLATK]N - - r-------=-- ——————— ---- MMdsoNSTH01asrRAPsatrtcvPsuMBOA'N BEDROOM HALL MASTER w . 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'COMPACTED GRAVEL OVER - - - md18 VEROGLBwRS®48bs bT FROM 'Y 'CONCRETESLAB 6 'A - MRL 1i FB1.COLD'NGTED TO BSTL OUTSIDE FACE OF WALL,GRADE 60 BARS wWFON MIN.ti COM ACTED SOIL WALLS TO BE ON IWIi FOOTING WT ",• FOUNDATION & FIRST FLOOR FRAMING PLAN SNPALL BELOW PROOFED PRIOR GRADE o BBLCIffILL�. —————— :'^ ———————————— ---- MBUILDING SECTION THRU ADDITION A5 Ti DESIGNER SHALL BE Ni IF ANY ERRORS OR OMISSIONS ARE FOUND ON- NEW W HOUSE FOR: - _ THESE DRAWMGB PRIOR TO START OF . COTUIT BAY DESIGN. LLC TDNBTRRA.N.,PROR DINTARTOFA�rDR SCALE : DRAWING NO.' WILL BE RESPONSIBLE FOR THE CONTENT 1/4" ✓� 43 BREWSTER ROADc,1[[]] IN THESE DRAWINGS IF CONSTRUCTION MASHPEE tMA. OZG4J COMMENCESWITtIOUTNOTIFYING THE PH.(508))274-1(f166 FIELD RESIDENCE �IGNER�N��ORSORO OLE ��E FAX(508)539-94OZ. OFTHEOWNERNOTED.ANYOTHER USE OF DATE : THESE DRAWINGS REQUIRES THE WRITTEN 188 FIVE CORNERS ROAD, CENTERVILLE$ MA A °�; 11/16/2015 A5 . ACT OF Ui O Centerville,MA' 6d Zone: RC O moo. �o Setbacks Falmo„th Rd e�5 a Front 20 °'n�c Side. 10' 3a c Weztminister Rd 'L Rear 10 3= Locus � °, °° Prop. v Garage 70 fl� .fl Gravel DNV 10 Proposed Locus snap Light Addition `.`O ``�. �� N.T.S. Post `o Assessors Map 168 Parcel 111 Pro used 1,soo _ Deed Bk 2603 Page 62 �s Septic Tank - PL BK 312 PIS 56 Lot S c House #188. :, ds Not in Zone LI TOF EL=50.0 - Flood Zone T" _ ,o Deck t Proposed Soil SITE S E PTIC P LAN LEGEND Sh Absorbtion System & . Prepared"for: az.e� EXISTING SPOT GRADE l Exist1,00o Micah Fields axs PROPOSED SPOT GRADE to remain. TP. FENCE. �. >6 T? �`= 188 Five Corners Road ry TEST HOLE LOCATION Proposed SEPTIC TANK >>> TBMEL=49.7 D-Box Sheo Centerville, MA DB DISTRIBUTION BOX Cor Bulkhead Abandon Leach Pit SAS. SOIL ABSORPTION SYSTEM See Note=19. Located At Abandon Leach Trench 188 Five Corners Road See Note##19 Lot S Centerville, MA 16,074± S Ft.' Scale: 1"=20' Dater November 27,201 S a Con,; slap Prepared by: ° All Ca- pe Septi c, LLC 61.8 Route 28 AAC- SIN � � OF ;�` 'vo.�22a West Yarmouth, MA 02673 INSPECTION NOTE: � (508) 771 4200 or allcapeseptic@gmail.com ;Coyr +" PRIOR TO FINAL INSPECTION BY THE ENGINEER;SYSTEM / O 20 40 C0 NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. I'i cGA.NN nlo."224 SCALE 1"=20' h Rev. Date December.8, 2015-Added Abandon Leach Pit izeV. 1,R� 1 _EA&_ za,Zo RAdfd Ov-rLer PYE cxi5f ., i .Q Q, i r , � i � 3� I � .� �- Inn r ;��phG� �-l�o� rV l,a�'�Z�� e� ��6� , t ��� d �_ .. . , -