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0275 SEAPUIT ROAD
e e d a u,,,,�. 4,�r .,.,., ... .. ,_ ,. _, ,. _ _ C all W HE • � � �UJ ^�� ���� , company Name Ct Phone Number.�� �. Applicator Name S-L [�,� Installation Date App �� sb H ` A-Side Lot #'sA 8C 0C� Q Job Address -1 COB-Side Lot #'s Permit Number A O U W a 8 • of Walls Attic I � , �h - _ ZOO M �� �a,11� ! , L -5 Z 70 LO 00 (M -19 Used Location LO N CN m LO r-1 Aim m N www.Demiiec.com EMI LEC N LiNAAN O -� II •�� E • aA� R IBA0.8 lb AIM r!, company Name EIT_:;j �w N Phone Number aMApplicator Name �0S (ems �,��\ Installation Date Od 'O�2 i Q A-Side Lot #'s Q Jobsite Address 00 N 6-Side Lot #'s 3 ! 2 b z Permit Number H A 0 U W • dThickness Total R-Value a Location of 111SUlation U Walls Attic Aw CO CD Location Thickness Coverage Rate LO cent Coating Used CO N N m LO r-1 m N 04 IMS www.Demilec-com EMILEC TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION � I r Map d rj� Parc 6r 4 UC/Z Application W Health Division Date Issued Conservation Division Application Fee r�J Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 11 Historic - OKH _ Preservation/ Hyannis i Project Street Address `/� S Village �!- OwnerkUy15A 4; C HA>Z CS WL �n,l�i d� Address S✓ 1 �1 2f c/�I( -Q Telephone - ? ��2 /� ✓� Permit Request A �i Square feet: 1st floor: existing�16pro ed �2nd floor: existing proposed ,, ' Total new Zoning District Flood Plain Groundwater.Overlay Project Valuation/ _ Construction Type W ba.l �-/� v1 Lot Size ` Grandfathered: ❑Yes ❑ No If-yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing St ruc ure lot? r (I / Historic House: ❑Yes gNo On Old King's Highway: ❑Yes N No Basement Type: . Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) js dt*4' Basement Unfinished Area (sq.ft) t(Lh v,'CL Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 91 existing new ca @ r Total Room Count (not including baths): existing new First Floor li om Count - Heat Type and Fuel: Gas ❑ Oil EllElectric ❑Other - ,d Central Air: Yes ❑ No ' Fireplaces: Existing 2 New Existing woTexistingg /coal stove: Yes, No •:E cn Detached garage: ❑ existing �ew size_Pool: ❑ existing ❑ new size _ Barn: ❑ r9 size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals thorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review # Current Use �1 S c� �'^ �-� Proposed Use R-e-s J d 5 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name h �-�-5 W t-L PJ�7 Telephone Number Address %��.5 S'f �u License# O S a g PC L Home Improvement Contractor# ` Worker's Compensation # ALL,CONSTRRUUCTION DEBRIS RESULTING ROM THIS PROJECT WILL BE TAKEN TO ni r-i4 >c a,�a [-� Vic,ti► S c_ S 1 ��(rC1�. SIGNATURE : DATE` � FOR OFFICIAL USE ONLY APPLICATION# >s DATEISSUED c{ MAP/PARCEL NO. _ a ADDRESS - + VILLAGE OWNER DATE OF INSPECTION: Yl �,FQJNDATIQN I : ,��:1. — FRAME •—_..._ .._..., �_ _. _. `- • ' !:INSULATION r - FIREPLACE rt� ELECTRICAL: ROUGH .FINAL T PLUMBING: ROUGH FINAL s GAS: ROUGH FINAL FINAL BUILDING' f , __DATE CLOSED OUT ASSOCIATION PLAN NO.' + Town of Barnstable "'E'+� Regulatory Services r a Richard V. Scali,Director 13AMMASS.ST"B`4 ' Building Division BARNSTABI,E 9� 1639 ,0� 16i . '°iEbMp�°i Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 December 3, 2014 Mr. Charles Wellington 275 Seapuit Road Osterville,MA 02655 Re: 275 Seapuit Rd. Dear Mr. Wellington, The purpose of this letter is to confirm the voice message left today concerning the above referenced address. Application 201408117 to construct a guest house/garage cannot be issued as submitted for the following reasons: 1) the principal permitted use of the RF-1 zone in which the project is located is for a single family home; a second home on this property would require relief from the Zoning Board of Appeals; 2) the wrong flood map was submitted with the application;they changed this past July; 3) the Res Check and plans disagree regarding insulation values; 4) there is no information regarding window protection; 5) there is no information regarding tji floor protection; 6) there is no detail/information regarding the garage door header; 7) there is no information regarding who will do the blower door test. If you have any questions or feel aggrieved by this decision,please do.not hesitate to contact this office. Sincerely, Paul Roma Local Inspector sD' 1ne L.omnwmve#7an ofmarsacnuseur Department of Industrial Accidents ' Ofj'ice oflnvestigations 600 Washrngton,street Boston,HA 02111 wwx.mass gov/dia Workers' Compensation Insurance Affidavit:Binders/ContractorsMectricians/Plumbers Applicant Information Please Print Legibly Name B ess/0rganizafi=&divicb4: N Ar W(,—)--L j(!-Ct.O rJ Address: 5£l)?u a3) State%Z �` �f�v►rty Ss''p:—aS=► L � � Phone#: v Sl 3 FEZ Are you an employer?Check the apprAla4r!l 1.El am a employer with �a a general contractor and I 6 protect(required). employees(frIl and/or part-time). * have hired the sob-contractors r New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-�rs have 8. Q Demolition working for me in any capacity. employees*and have workers' incrrrance comp•ms` e, 9• ❑$mlding addition [No workers'comp. r 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions quire33.0 I a homeowner doing all work ' office � � 1 LEI Plumbing repairs or additions myself+ [No work='comp. right of exemption per MGL 12.❑Roof repairs incrr ce required.]t c.152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required..] *Any.applicant that checks box#1 most also fill out the section below sbowing their workers'compensation policy ininmiation- t Homeowners who submit this affidavit indicating they are doing-allwork and rn hincoutside contractors must submit a new affidavit indicating such. tcout�r _h_a� wthis_�_b_o.x__must attached.ram g__a.n_:.ad:vditional-shcc.±o� g-�th •-."-onf-th:.e—.a.-�—�--hzcnad: Wether-or mtthescmtitics-havc� m , Ioyees If the sub conhac6ors have emp]oyees,they mast pravidc their wo;kas'oomp.policy nun;ba. I am rut employer that is providbig workers'compensatiion insurance for my employees. Below is the policy and job site. information. Insurance Company Name: Policy#or Self-ins.Lie.# Expiration Date: Job Site Address: City/ ftaip Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failum 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 imprison neat;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 violater. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DU for insurance coverage verification. I do hereby jCefWft under theP �P �ofP�J3'that the information provided above is true and correctMath. kTl�l Phone Official use only. Do not write in this area,to be completed by city or town offuz d City or Town: PermlUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.PIumbing Inspector 6.Other ,Contact Person: Phone#: I Information and Instructions 14;assac bmetts General Laws chapter 152 r xp=all employers to provide worriers'compensation for their employees. Pursuant to this statute an employee is defined as"...every person in the service of another under any contract ofhire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or mole of the fvregomg engaged in a joint enterprise,and including the legal representatives of.a deceased employer,or the receiver or trustee of an individual,partnesship,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 wank on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter-152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced.acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)stales"Neither the commonwealth nor any of its political subdivisions shall enter into any contact for the performance of public work until acceptable evidence of compliance with the i omica nce requirements of this chapter have been presented to the contacting authority." Applicants Please fill ourt 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 certificates)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required_ Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being regn.est-A 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 giber listed below. Self-insured companies should enter their self-inmirmce 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 submif multiple permit/license applications m any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (1.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Departmenf s address,telephone and fax number: The Cominoni�ealth of Massachusetts Departnnent of Industrial A.ccidmts 0-ice of Jnvestkptions 600 Wasbzngtan Street, ' Boston.,MA 02111 Tot.If 617-727-4900 ext 406 or 1-877-MASUM - Fax#617-727-7749. Revised 4-24-07 wwwr.mi .gUfdia � / � A TYCGiodehmWood Constructfon hi,ffial� H17mdArias:170 /noh Wind Zone ' . . Massachusetts Checklist ' r Cwmp0Once (7ORCKIT05301-LL8/ [h=cCompliance _ 1.1 SCOPE- Wind �1O �pa�� gust) o+x/ � Wind Exposure '--------------------'-------..... Wind Engineering Required For Entire Project.......................................C _--_ 1'� ' � ����a�u.; v1_ ' ''� ��umbarof8todaa(a roof ' axzzedaQ\n13 ' shaDbeoonsden�|e ^^ �� ' sb»deo �2�ode� � . Roof Pitch .......... ..................._............................... Mean Roof Height __-.-'_____--'--_-'_--��'--- zl Building V%fidth,VV .......................__-_-'_-'___-_-_(Fig 3) ft BuJ�ngLemg�.L -_-'---._-'----___---_-,__'- u -__'--'---__-----_'`---' u" . Building -'-_-_-_-_--_- ''_'-__'------_.-_-'_' 5��1 � 0nm�sd Height' Tallest 'p""�"x .........................-........(Fig 4).................................'.............. :5�8^ . . ' 1'o FRAMING CONNECTIONS � General compliance with framing oDnnecdono...................(Table 2).............................................................. ' � 2'1 FOUNDATION FoundationY�� ���C��5404.1 ' . ���~..,,.~,^~.�.~~~ � Conura '-..----_'---------------'---------'--------------------- . Concrete Masonry..............'-................................................. .............................................'................. _t!AZ~~ � 2-2 ANCBORAbETD FOUNDATION _ . 58'ancnoruocs*moeooeoor58 Pn,pnean/meq`u/ou�Anchors"==.alternative ".concrete only ' BoltSpacing-genera ..........................................(Table*}.................:............................. 8oKSpaciii`g from endrjointcf plate............................. Fig5 ..................:.................._� m._�W-/^ � Bolt Embedment-concrete..................................... ....(Fig 5).--''-'__--------_-�' . ' BodEmbedment-rnasomy--------,------_--(Fig5).....:......i-----------'-' in.2:/o ' Plate Washer......................................-........................(Fig 5)............................................. 3^r3^u%� � 3.1 FLOORS ' Fkoorfnanbngmsnber spans checked (per TOOCMR Chapter 55) Maximum Floor Opening `VimemsiDn................................... -'---`-'_--�-._--''----- � .`� `ft�12' Full Height VVoUStuds�o�oorOpsn�gy less than 2'�omExbahorVVaU(�gO)-----_----.-----.-' Mbodmi.lm Floor Joist Setbacks 0 � �d v~ � SUPPDitng Loadbeahng Waft or k4a�mum�an�aven*d�oorJo�� � w^'--~^-'^ -------' -- Supporting LbadbeahngWaU=or Shean~a.. ' ' . ] ft �d Floor8nadngotEndvmslls.................................................... � Floor Sheathing / ------------'----'---- -=-' Floor Sheathing Thickness ........................................ ....... -�� Floor Sheathing Fastsring------------_-_.---.-(T#o2)-Ij nails at GJnudgm/ P in8eld � . 41 WALLS ' Wall Height ' Loadbeahng walls..........^.........................................._ and Table � - vmaNs- and Table Wall|�bz - --_-'-'-_--' ' and Tab�5)-__'---'Um h� 24^o�. �'Spacing ..................... ............................._UFigsJ&8%............................................ Q_ft sd 4-23� �vn�w ��� E� �� B�=Q "^^. � Wood Studs | � Loadbeahng^�d�..................... �a�o --._-.-_. - � � (Table 5) 2x IAfun. Gable End Wall Bracing Full Endwall 8budo....................--__ 1 ..................................................... ' ' VVSP - RomrLwng�.-_-__-�:___-.-'- 11 _�--_-'_-----_----_'_ ��68K3 _ 'Gypsum used)-..-: 11)..._..................................... ft�:O-9VV . and2x4 Continuous Lateral Qna&e @G ft.o.c'-(Fin11).---'------'.- ....................... � or x3cmiling furring strips @ 16^spacing min.with 2x4 blocking @ 4 ft.spacing inomd Joist or truss bays� ' Double Top Plate y0�,I � �� ' | Length ' ��--���L���----0�o �3andTable - - _'---_��_ft | ' ~'^~�Cnnnec�on---------n�no-naDaL------' ~ G1-'_--'--�v -'�-----�_ ' -,_- . ' (Table � .__ ___ _— --'----------- � awe`'•— A H,C Guide fo Wood Construcdoii hi High end Areas: 110 ftzph Wind Zone ' Massachusetts Checklist for COMPEAnce (780 UKR5301.2.[.1)' Loadbearing Wall Connections Lateral (no.of 16d common nails).......:..............:. ..(fables 7) 2 Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8).............................. .....................•.... ✓ Load Bearing Wall openings(record largest opening but check all openings for corilpfiance to Table 9) Header Spans ....---•-•----..•......................_...............(Table 9)................................... ,(> ft O in.-<11, V Sill Plate Spans ......_...........:....................._......._.._..(Table 9)_............._......-............ ft in.:5 11' Full Height Studs (no. ofstuds)....................................(Table 9)....................._................................. Non-Load BearingWall Openings record largest opening but check all openings for com liance to Table 9 ( �9 P 9P Header S ans........................................ ........_......... able 9 ft' rn.512' ✓/ Siff Plate Spans......................................_.....................(Table 9)..-.-_......._..................__!t_ft 2, in.5 12' Full Height Studs (no. of studs)...................................(Table 9)....................................................... Exterior Wall Sheathing,tn Resist Uplift and Shear.Simuftaneously4 Minimum Buldng Dimension,W �U / Nominal Height of Tallest Opening Z �><�>" .rq L . ,R:5 6`e. Sheathing Type...........?..j.k4.4.d d........(note...... ......... ..4)......................................... Edge Nail Spacing....... j!n:..... _...(Table 10 or note 4 if less)._.....Feld Nail Spacing..........................................(fable 10).................--•-•---..._..--•...._.......... in. ✓ Shear Connection (no. of 16d common nails)(Table 10)...... .............---.................................& Percent Full-Height Sheathing...................:...(Table 10)...................................I................30 '✓ 5%Additional Shea ing for Wall with Opening>-6'8"(Design Concepts).................... Maximum Building Dimension,L H f if Nominal Height of Tallest OpeningZ................................................... .................... n3 !� SheathingType.............................................(note ............._...... ✓ Edge Nail Sparing ..... able 11 or note 4 if less ....................... in. �• Feld Nail Spacing.......................................:..(Table 11).................................................. . n. Shear Connection(no. of 16d common nails)(Table 11)..............................__..................... �-- Percent Full-Height Sheathing....._.................(Table 11).........I..................................:........ 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 1,k ft 5 smaller of 2'or U3 ✓ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors uplift........................................r_.....(Table 12)............................._..............U K plf ✓ Lateral.............................................(Table 12)............................................L=Qplf Shear...............................................(Table 12)............... _............... -. plf- Ridge Strap Connections, if collar ties not used per page 21... (Table 13)............11`. .... T= plf ✓ Gable Rake Outlooker..........................................(Figure 20) .............L,j ft 5 smaller of 2'or L12 ✓ Truss or Rafter Connections at NonLoadbearing Walls _ Proprietary Connectors iy Ib. �V t Uplift................................................(fable 14)............................................U= Lateral(no.of 1 pd common nails)...(Table 14).................. = Roof Sheathing Type....... _ ..� _. .��!...............(per 780 CMR Chapters 58 a d 59).......... - Roof Sheathing Thickness.................._............___._......:............._..�--..__........_...rr_ . in._>7/16'WSP Roof Sheathing Fastening-k ..SiP!^�!^'�s4...............(Table 2)-�_.ta. !-....Y.. 4.............._ Notes: S . -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. 2b 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 gfup to 8 fL shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 1 . 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. i Town of Barnstable Regulatory Services ��oF raiy,� Richard V.Scali,Director Building Division ; Tom Perry,Building Commissioner 16.59. ��� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION DATE: /'/ / Please Print JOB LOCATION: a lr & Q 0q Cp V S r y number strect village oMEowNsx7 H1+Ri �S 1.tif Gujne arJ �d� ,�� /f 3 name ' home phone# work phone# CURRENT MAMING ADDRESS: 27S- Se-,,. 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 pr cedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities, many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:IWPFHM\FORMS\building permit fbTms\EXPRESS.doc Revised 061313 ' f i Town of Barnstable Regulatory Services MAM Richard V.Sca1i,Director - 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 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. Signature of Owner Signature of Applicant Print Name Print Name Date Q TORMS:O WNERPERMISSIONPOOLS t November 18, 2014 Charles Wellington 275 Seapuit Road Osterville, Mass. 02655 508 737 4382 , I, Charles Wellington, owner of the property above, am acting as general contractor for the construction at the above address. In so doing, I will insure that all subcontractors hired by me carry worker's mpensation i surance for their employees. Charles Wellington 0 l �_d , ........ � t' r r r Y P 6 q B ir T[EliM HIM y 4 � m 3pr pp H -a O —1 D K �g��� � �e T W m � �9 cn -10 ve lop P WEEP > ee \ i 0 m ago / %. _ �� ► ► m m o 03 a ► '►' �. 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Mr. -___-______■___��_ _ __-----_-- _■_ ■_ _■_--■_-_■__-■. _■�-_■. SHIN � ■. _■ T=MmEm ■�_� ��_ �_7�■=-_-■_per==p�■_p��_- ■=-�=_7��_=gip= ■.-__■_7_t_■_ � �__ ■�__ ■�__ ■__� ■___ ■=�e.��e■==a■__-�■_��■_ .■_ erg_= ._- ■�_ ■ �■� ■ -■__- ■_ ■. � ■_� • ---_z9ZEE_-== _==- _=_■�_ ■�_ �_ �_ ■ y___ _ ___ _= __�a■_� ■_ ■_ ■� ■� ■ mammz. ME. Ew Ez- ig =_-I-■= e.=r-21 _=a■=_-a■== ■__E■_ ■�_ ■�_ ■�_ ■__ ■�-err.= �_=le..=-.. ■._ — ■_. _ _ al ai ■�__ ■-_�■_�__ ■�__ ■ ■ -.!-=�■-psi--eG=-��==.e■.=_■_.___._��.��.--�.__ __ __ _ _ ■• ■_-_�p--=p =_�=_7-_=p�___�__- --'�--__�_�gip=i� �_� __�__�_�. y-_■._ IN a Lii -- - - - - Project 275 Seapuit road guest house Energy Code: 2012 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,200 ft2 Glazing Area 13% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 275 Seapuit Road osterville, Massachusetts 02655 Compliance: 2.8%Better Than Code Maximum UA: 217 Your UA: 211 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavi I ty Cont Glazing Assembly or or Door UA Perimeter U-Factor Ceiling: Flat or Scissor Truss 600 60.0 0.0 0.024 14 Ceiling: Flat or Scissor Truss 271 60.0 0.0 0.024 7 Wall:Wood Frame,24in.D.C. 1,648 19.0 0.0 0.059 81 Window:Wood Frame, 2 Pane w/Low-E 214 0.340 73 Door: Solid 60 0.210 13 Floor:All-Wood joistfrruss Over Uncond.Space 600 38.0 0.0 0.026 16 Floor: All-Wood joist/Truss Over Uncond.Space 271 38.0 0.0 0.026 7 Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: 275 Seapuit road guest house Report date: 11/17/14 Data filename: Pagel of 8 ASSESSORS REF.: Map 095, Parcel 7-2 I — 110.00' 2 ' 529*34'13"W `� OVERLAY DISTRICT: N e IS71:ted Vegetated Wetland AP — Aquifer Protection District w I$ as Flagged by Ioo ENSR 31/AUG/05 FLOOD ZONE: (tj I� ��`�i ��y1 '�` / Zones X & AE Map Number 0 L AL � 25001C0544J N July 16, 2014 dL m •..... ,VIL ..................... o - _ __._�' ZONE: 0 m RF-1 (RPOD) / Area (min.) 87,120 SF Parcel Area Top Frontage (min) 20' ! (43,582±SF ) EI=16.4' Width (min) 125' NA '88 Setbacks: ( 36,194f SF Upland) Front 30' Side 15' 1�01) e Rear 15' Flood Zone Lines as Per FEMA FIRM / #25001C0544J Effective Date July 16, 2014 i 17.4' 0 co AL / A 0 / 00 �D AL New Concrete Foundation EI p22 1' o / NA VD '88 LA a w v / 82.4' Cb Cb / b .53 m I � 106 �„ E N 14.2�l I 78.33' W 5 21' 12 (30' Wide) so89 `� I certify that the new Y4s� conforms toshown hereon tothe setback requirements of the Zoning PLOT PLAN R�CHAREUX' Bylaws of the town of At 275 Seapuit Road t'HEU.3A 12 c Barnstable. BARNSTABLE s o�' (Osterville) . 0 MASS. DATE:30/DEC114 SCALE: 1"=40' 1.) The structures shown were located on the ground 0 10 20 30 40 60 80 FEET by conventional survey methods on (or between) 10/MAY/12 & 29/DEC/14. PREPARED FOR: Charles 0 Wellington 2.) The property line information shown hereon was 275 Seapuit Rood compiled from available record information. Osterville,MA 02655 3.) This plan is not for recording and is not to be PREPARED BY: CapeSury used for construction layout or deed description purposes. 23 West Bay Rd, Suite G Osterville MA 02655 DWG #. C307_3gl cppl FIELD BY. RRL/WHK/KAR (508) 420-3994 / 420-3995fox T° Town of Barnstable S,WNSTABLE . Regulatory Services MARS- s19. g�•� Buildin Division . a - 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection.Correction Notice I, 1 ,Type of Inspection �! --'�� Location C ) C"T /Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: LOU G A- LE M rt o .S n: „ ® o X U c f N <,--AP-A 6-6 81 _ LJ 1 l61- q Please call: 508-862-4038 f re-inspection. Inspected by P u Date � Q i PROJECT` .. NAME: : : �. r -�e� � ►2��d� �.:. �:�. � .. : . ADDRESS: PERMIT# PERMIT DATE:' LARGE ROLLED PLANS ARE IN: Box I � SLOT ', 3 Data' entered in'MAPS program.on: -------------------- 2 ZZ I .Y: ve q/wpfi�es/ ozvis/asclii TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION k / Map U � Parcel 0 07' Q Application # zilJ � Health Division Date Issued 3 Conservation Division Application Fee ^� Planning Dept. Permit Fee 9-0 �- Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis aD , Project Street Address Village +-�- Owner 6v ISA Address D.S S IA?u r 1R°hD OS C ZJ 1 LL_� Telephone 51 :137 '-13 22- Permit Request ADD 16 1 G � ,tAe. L r Square feet: 1 st floor: existing 3 7�proposecfi �� 2nd floor: existing proposed s� Total new Zoning District Flood Plain Groundwater Overlay Project Valuation M,60 Construction Type W o2' Z� Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure V rs Historic House: ❑Yes ;)(No On Old King's,ighway: ZPYes Z#rNo Basement Type: *Full J@ Crawl ❑Walkout ❑ Other r� Lry .� := o Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft�. Number of Baths: Full: existing new Half: existing new— Number of Bedrooms: existingAnew Total Room Count (not including baths): existing L!r new First Floor Room tount Heat Type and Fuel: I4/Gas ❑ Oil ❑ Electric ❑ Other T--( 4A � Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes �No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes A/N o If yes, site plan review # Current Use ` ; Proposed Use o n:4 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �l� ,a,Z� �� ������-i N G,�o' Telephone Number Address 2 e d� ,� License # �V V O }z r J -a WA p 2 S 5 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 4 SIGNATURE ( — DATE t G FOR OFFICIAL USE ONLY h AXE' (CATION# i 6 L 1' DA ISSUED '. MAP/PARCEL NO. ` ADDRESS VILLAGE OWNER DATE OF`INSPECTION: FOUNDATION FRAME I kri INSULATION �1L�0t3 r, e FIREPLACE ELECTRICAL: ROUGH FINAL I� + PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. s . Depw-tv t oflndustrialAccidents pfe-of Investigations 600 Washington Street _ Bo&6. MA 02111 www.mass gov1&a Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/PIl¢tubers Applicant Information PIease Print Legibly �Namb(Businelss%Organization/Individua�: �`� 14 ^' Z.L.f S _�Address: �y� 'S F��cs t� J�� - • CitylStateJZip: 2%_/ 1 L:.is f , )°1l Phnnt-# -d 9 '137 4/ .3 8-2 FAre you an employer? Check the appropriate bog: Type of project(required); L❑ I am a employer with �-4:[]I�'a general contractor and I employees(full and/or part-time).* have hind 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 • p 8, ❑Demolition working for me m any capacity, employes and have workers' n [No workers'cominci r,A„ p.• ce comp.msurance.t 9.'• ❑Building addition . ,required] 5. ❑ We area corporation and its 10.0 Electrical repairs or additions 3 A-1 Jam a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance,required,] t. C. 152, §1(4), and we have no employees. NO workers' 13.❑ Other comp.insurance required.] *Any applicant that checka.box#1 must also Ell out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they arc doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that cbeck this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the subcontractors have employees,they most provide their workers'comp,policy number. I am an employer that is providing workers compensation insurance for my employees.• Below is the policy and job site information Insurance Company Name: Policy#or Self-ins. Lic.# Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of r-rin,;na1 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 c under the pains and enalfies of perjury that the information provided above is true and correr4 Phone#: Official use-only. Do not wrrte in this area, to he completed by city or town officiaL City or Town: PermitlLicense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector. 5.'Plumbing Inspector .6. Other Cm4ct Person: Phone#: .t � . . .. � .. .� .:� ' � � � - ,� f .. _ ; .. • ,, � .. T AFDC Guide to )'acid Catrsfructfarr in Hi�Irrxd Ar•eas:II4;rcplr end Zone 11 u — - -'--_lass�chuei - heck 't fog-Co'mpaa�e Creo-cnTR5.3 oi.,_I-I.�� - _ . . . E✓I cox .. 1.1 .SCOPE <- Wind Speed(3-sec gusf)_.- _._.._._. _......-.w-.....Wind Exposure _. mph Wind Exposure Category..................Engineering.Required For Entire Project....•.-.......... _.... .. ..............__...... 12 APPLICABRITY - Number of Sbdes(a rnpf•which exams B In 12 slope shaD be'considered a sinry) stories 5 ••R6Df Pitch __ 2 stories Mean Roof Height'_...___..r..._ ..r._.__ _. -�B 2) ._....��. 51212 ._._. r(Fig 2) !;...._:_.. ._._._ 'ft _<33' Burlding lMdth,W 1_....- - -_ ft s r v (Fig 3)_._._._.-_ Buildmg Length,_L Nominal Height ofTallest Opetring2 .._----__._.----•._---(1=fg _._______._.-.__-.-.� 1.3 FRAMING CDNNECTIONS General compliance with framing c onnedions_..:__._..:_.(Table 2)____...._..___•--•-•-:--- .Z1 FOUNDATION Foundation Walls meeting requirements of 78D CMR 5404.1 Concreia............................... .:...---- . .... ......_ .....................................--. Concrete Masonry ---•- 22 ANCHDRAGE TO FDUNDATIDN',3 y4.w1WR,�V 5/8`Anchor Bob-imbedded or 5/3'Propdetary Mechanical-Anchors as an,altemaWd in conaele only Bolt Spacing-general.......................•--••-.._...__:.(Table 4}.._�_._.._�.._._ - -._� LO in. .ri Bolt Spacing from endfjoint of plate (Fg.5)..__ _: in._<6"-12" -►7 Bolt Embedment-concrete._ _..�._,_. (Fig Bolt Embedment-masonry.......... -(Fig 5) in 2:15" - -__ Plate Washer..:.. _.:.--.----. ..._...(Fig 5) ...... ............. 3.1 FLDDRS Floor Tr ing member spans checked :.___16.- L---.-•(peg Tao CMR Chapter 55) Maximum Floor Opening'Dimension_.__-._:.-._--•_-----_-(Fg 6)-•-----_----------------- ......... ft:-Iz Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)------------------------................ Mb�dmuun.Floor Joist Setbacks Suppoi-frig Laadbearing.WaiCs or Shearwall-_--.----_-(Fig 7)......_._..---------_------------ ft 5 d t4hy Maximum Canblevened Floor Joists T - Supporfing Loadbcaring Wans'orShearwall...._....._.__(Fig 8)...____ �._.._. It cd q ' FloorBracing of Endvrails__ __--------------------_---. ., (Fig 9 . ;_ . 37-----....Floor Sheathing Type Chapter _. -511P / Floor Sheathing Thickness ......---_-.___ __-_::___(per 73D CMRChaptec 55)...... in. :7_.7._.{Table 2),_Ld nails at in edge/min field / 4.1 WALLS' Wall Height: Loadbearing walls 1(]and Table 5)_-• _ $ D c 1 't tI(/q Non-LoadbEaring walls.._ (Fg 10 and Table 5) ...... Wail Stud Spacing (Fg 10 and Table 5) Wan 5twy Offsets _._-- — 42 EXTERIOR.WALLS' Wood Studs ; Loadbearirrg walls:_.__. _.._...__....---•-.--.�____-:....(Table }.....__: ._�.._..._.... - ft in.wt / 2x Non-Loadbearing•walls---------•----..........................(Table 5)... ........ - --ft_in.V j Gable End Wall Bracing' Fun Heldht Endwail Studs_. .:._._._.__._._ _..__.(Fig 10)..____.._�----.._:._.6(7 WSP•Af1ic Floor Length u;n Gypsum Ceiling Length (rf WSP not used)...... 11)._ _--: _ft_>D-9W and 2x 4 Continuous Lateral Brace @ 6 fL(o.r~ (Fig 11 ft. ___.._ DDtible Trap Plan: t� or 1 x 3 cer7ing furring strips @ 1 li spacing min.w�2 x 4 bfodcing @ 4• spacin-g in end joist or truss • •Spfice Length _.:._ _._.-_ �:__...__.�_ r 13 and Table 6) 0ft Splice Connedtion (no.of 16d dDmmon Halls).—_..._...(Table 6)_ _._-.,.......... _. l ft FCC Guide to Woad Carrsiructiarl irk ffigfr Frzd Areas IIOtpft. rrd Zafce • l fzs0jzX O 'Litt_r} Wall Connections ✓ - Laadberarn'rg - " Lateral(nD of 16d common marLsj__ ____-___ '(Tables 7) Nan-Lmdbeanng Wall{.onnection5 .� L�eral(nn_of 16d common naiL4)_._._ ' •--•--(Table B)_�....�._...-.._ --�--.-..-.--.-._.. . Load Bearing wall-Openings(record largest opening but chef all openings for corrrprrance to Table 8) Header s ' ______-._ . __ ._.__(Table ft 9 Sill Plate Spans . :(fable ft .in. S` FL§Height Studs (no.of sttrdsj_ -� -.(Table 8)....___. ._ L1d.vn NDn-LLed Beariing Wall Openings (rewrd largest opening•biit check all openings for camprfance In Table ) IZ Header Sans......._......_.._.._._._._.._._...____.._. � 5M Plate Spans__:. (Table �2 ft trt 5 1 Z` _--__._ able -4-7 Exterior ---• -R ) --- _- Ferior Wall Sheathing to Resist Upfdt and Shear SimulfaneDusfy4 l finimurrr•Bin'Iding Dimension,.W Nominal Height of Taffe st OpeningZ --- :Sheathing Type_.__._----�.____.__.___. -Edge NagSpacing (Table 10 or note 4 if Il ss)--_-_n Feld Nail Spacing.__-'_____ - —-._.-_. (Table 1 D)... __ Shear Connection (no.of 16d common nails)(fable 1 D):__..: �"'' 3 �=• -- -- PercentFull-Height Sheathin (Table Ib ----.._ _-----.__.-�------_.. �. 5`Yo Additional Sheathing for Wail vab Dpening>GB•(Design Concept)__...... _._-_-_ . Mxdmum-Building Dimension, L SIB, Nominal Height afTallest Dpeningz-.-._......_.................. __ ..__ ..__..._� SheathingT ( )•__1 2_�►- fA / Ype----._ note• �_•_• �._.__...._.____Edge Nail Spacing.._..__._.-_.....__- _.___{Table 11 or note 4 if less)__--..__ :• Feld Nail Spacin ,..:_.__ (Table 11):-._—_--__-_-• m Shear Connection(no,of 16d common nails)(Table 11 �3- ��-- --=- - Percent Full-Height Sheathing__ (fable 11)......._ 5%Addr6anal Sheathing for Waif wrkh'Opening>BB•(Design Concepts) ..__:___...... Wall Cladding Rated far Wind Speed7-__._------.___ __.._.._._..-.._..:__._____.. _._______.__ •--•---.- 1 ROOFS Roof framing member spans (For Rafters use AWC Span Tool,see B.BRS Website)- •-_-_._ ....._____(Figure.1 B �f15 smatter of Z'or L/3 RoofOverharr9� •------...._._.--------- -. -- )._..:__.._. Truss or Rafter Connections at Loadbeadng Walls Proprietary Connectors Qy plf Upfift.=_-_...�:_....... (Table 12)_...______..._.� : -•-- - L- plf _____-_____. __ •Shear__._. --•- --•.-. . • }ridge Strap Connections,if collar bes not used per page 21... (Table 73).._ P.^_!�!/_._.-_--T= Plf Gable Rake Oudooker___.._---._....._�:__.:_...___----Figure 20)_____________}, . ft s smaller of 2'or U2 . Truss or Rafter Connections at Nom-Loadbearing Walls Proprietary Conner r� Upfdt _2iC _ :..Q yam__-__..(Table-14)._... __ _.-L1=` Late ral{no.of 15d common nails)-_(Table 14)._l~D�GJ0L- - --L lb. �L_� j (per CM Chapters arid s4).._•-•_-.._; Roof Sheathing Type - �• ___.__._.. R Roof Sheathing Thickness__ ._ ----- --v in ?7116'VJSP . . Roof Sheathing Fastening-----...._.—_.______------ (Table 2)-..........-•-- _..... - This checidisf shall be met in,Is entirety excluding the specific excepfion noted in 2, to comply with the mquir�merrts of ZBD CMR53D1.2 1.1 item 1. If the checkfist is met in its entirety tflen the following metal straps and hold dawns are not required per the WFCM 11D mph Guide a. Steel Straps per FigtuE'S 6. '2b Gage Straps per Figure i 1 ✓ . c. Uplift Straps per; gure 14 d All Straps Figure per Figure 17 Corner—Stud—Hold Downs per Figure 1 Ba and Figure 18b. motion Opening heights of up to B fL shall be pwTnhted when 5% is added to the percent full-height sheathing equkw eats shown in Tables 10 and 11. the bottom sty plate in eaderinr.walls shall be a minimum 2 in.notrdnal f ri mess pressure treated#2-9rade ' l.3A 3 �d =ts�l «, . ,. l _ 'Regulatory Services Thomas F.Ge1er,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 62601 www.town.barnstable.ma.us . Office: 508-862-4038 Fax: 509-790-6230 HOMEOWNER LICENSE EXEMPTION I Please Print DATE:l 1' p l G1 j 3 JOB LOCATION: ' � SQ I number sheet village "HOMEDX N fvl: 0 NA;z j- `7 Ala 9'2-- SAr v� name home phone# work phone# CURRENT MAILING ADDRESS: 27 ifk L/ t JZD Gs zV l Lj_, kMA 026-5 '" 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 m;r,;mum inspection procedures and requirements and that he/she will comply with said procedures and gpuements. gnature 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 perfomring 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 persons)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 insults 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 helshe 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 forni/certificationfor use in your community. Q:forms:bomeexcmpt Lit IJI.V Reg-dato.r-y-S.erv-wes ----- ----- - --- BAIU ABL MA �, Thomas F.Geiler,Director :Building Division.'. Tom Perry,Building Commissioner 2.00 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 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 by this building permit .(Address of Job) Pool fences;and alarms are the responsibility of the applicant. Pools are not to be fiIled or utilized before fence is installed and all final inspections are performed and.accepted. . Sig a =e of Owner Signature of Applicant .. Print Name : Print Name Date Q:FORMS:OWNMPM MISSI0NP00LS 62012 will b 7 FT fly I f i --t--- f - �-1 ��� t� t n � •T�— I -— I I ! i f ' t I o ZI f t t , i I l �t � ► i ` � �1 �S r�.����/�i 1e :W/ AD��'►o!.l '� �51 wlQac� ��/�3-y/o ?o�L� 7 A L cl�osfi c k65 El, i 04��IV 00 lo DLCK �� a �Qoa �Aj. ■■ •• = ..r. ..... ■m■mm OEM ■IN n ■■■ ■■E■E■ i ■® M ■ ■■■EEM ■ , ■■ ■■ ■ �■�■■■■■ ; MEN MEMil ME �■■ ■ME= ■■■■ ■■�■ �■ ■MEMO ■I ■■■MIS ■®ice■■■ NO wmm ■■■�� ■ ■u. ■■ �..�.. .: rims MENEM MEMMEME MOM ■■IN, No ; EMI ME■_ ! �... MMEMM I ■E ■ MEMO MEMO■■ �. ' ill LIN ■■■■E■ M■■■■■■■■■EO■■MMi i ■ ■■ mommommomm0 ME ME EEO E�EEM ■■ .00O'i■ i■E ®Et ■ ON OEM 0 ME■EM Emom MR a�� r . . -� -71 I t + ! i -�0,!o — - - -- - -(-- - .. 'fit_._.`.—;� i -jil�.�1-�1_�J(/��1 _ - ► -;� � AN oloi l —14 a�J a�ar b 5v I ! ► � II- � I ! — — - —�— im, m�n1 r� I i i O f ,2vit,I 1 . 5�� I i _ ♦ � I i i I D vj 71 - - -- - i - -_� _•_ .�- _ .. _ .! __... _ .__ ..,..—l( r 1. �,. � �. �_ . ,._._ �— . _ _��T�_.T'—_ .—- -- ___. - - - - to _. _ _. -�. _ r '�: � � + �.. --i-• r- i- -- a- �-�-- --- r � kL _ _t_ °7�► �_ MEN MEMMO -ME ME MEME M OEM! 0 MEN MEMNON MEMINN MilOMM slum, 0 No 111111111 m ME SOMEONE M1 M I IME M1 , M IN NONE mo� 11 INN NONE m�ill, NINE mmm- - 0 loom Ali Cape InsulationSupply& Inc Post Office Box 1556 S. Dennis, MA 02660 Building Insulation Report Contractor: Cape Associates Property Address: 275 seapuit rd. Osterville Insulation Type Manufacturer Thickness Square R-Value Area Used Footage Fiberglass Batts Owens Corning 5.5" 240 R21 Exterior Walls Fiberglass Batts Owens Corning 12" 230 R38 Ceiling Fiberglass Batts Owens Corning 5.5" 80 R21 Slope Ceiling Hi -R Owens Corning 1" 80 R7 Slope Ceiling Fiberglass Batts Owens Corning Jib A30 ' ` Fiberglass Batts Knauf Fiberglass Batts Knauf Fiberglass Batts Knauf Fiberglass Batts Knauf Fire Safe Roxul Insulation Fiberglass Blown Certain Teed Fiberglass Blown Certain Teed Closed Cell Foam Demilec Closed Cell Foam Demilec Closed Cell Foam Demilec Closed Cell Foam Demilec Closed Cell Foam Demilec Certified: --Date Home Improvement Contractor Registration #162656 Tr# 282518 Office: (508) 394-5700 (800) 626-9276 Fax: (508) 394-2220 6A Assessor's map'and lot numb ......7.1.............. '0�00 THE Sewage Permit number ... ............................... VSTEIW I,.' ..I 1143TA46 M House numb�r ........................ fly CO P ST&BLE, IL TITL 39- ENVIRO �TL 5 NMENTAL ODL4 TOWN OF . BARNSTWI E CTOR BUILDIN.d. I N S.P E* APPLICATION FOR PERMIT TO ... AJ 4, ...... .... .......le--C&A ................ ............ TYPE OF CONSTRUCTION' .......................................... .......... ./. .... ........................ TO THE INSPECTOR OF 6UILDINGS: - The undersigned hereby applies for a permit according to the following information: Location ... ..Z. 'k . ... . ..I. . ....................................................................... .. . ....... Proposed Use ................................................... ................................................................................. ......................................... Zoning District .........................................................................Fire District ... .AAA Name of Owner .. ....... ... ..... A d e s s .............. .d r . . .....I......I............... Name of Builder Address ... ............................. Nameof Architect ..................................................................Address .................................................................................... Nu'mber of Rooms .......5........ A ..............................................Foundation .. ....................................................... Exierior ......................Roofing .... ....................... ...................... Floors ......<............. ........ ...........................................................I n t e r i a r 7 ....................... ....... .... . Heating ................................Plumbing ......... .... . Fireplace ..................................Approximate Cost................................ .................... Definitive Plan App�rovecl by Planning Board --------------------------------19--------- Area ...... 2..... ................. Diagram of Lot and Building with Dimensi ons Fee ..................... .. ......... SUBJECT TO APPROVAL OF BOARD/07VEALTH F— F-01 r <.I I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. 00 ............... THOMPSON, J. R. No 2.2.55.6.... Permit for ADn IT IOrI............... C" T .............. Locatig ..Seanuit...RQ.ad.............................. ..................Q ate r.ville................................... Owner .... ........................ Typ6 of Construction ..FramP............................ ................................................................................ Plot ............................. Lot ................................ Permit Granted .........November...1.2.,19 80 Date of Inspection , .......19 oe Date Completed ........................7z,?A.19 8-v, PERMIT REFUSED A ....................................... 19 .................................................. ..........0. .0.a R.;................................................... co .......... Ct ........... ................................... ........................ Approved ................................................ 19 .........................................................0..................... ...............;.'............................................................. Assessor's map and lot number ............... 0,*'tN E Sewage Permit number ... ............................... 33AR35TA33LE. House number ........................................................................ MAO& 2639- "Jr. YAY&- TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ........ ..........., ........... ................... ......................................................... TYPE OF CONSTRUCTION .... . ........ ........ ........4 a s ........................................... ............ I................................19..,...... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ......... :....;��K L --, " �,,, ................ ............ ......... ..... ..... ..I. . .......I................................................................................... ProposedUse ............................................................................................................................................................................. ZoningDistrict .........................................................................Fire District ................. ........ ...................................................... Nameof Owner ... ...... .........................................................Address ....- ........ ................................. ........................... Nameof Builder -ji ....Address............... .......... .................................................................. Nameof Architect ...................................................................Address ............................... Numberof Rooms ....................................................................Foundation ...... .................................................... Exterior ...... ... .................. ........ K ... .....................Roofing ....... ................................................................. Floors ........................................................................................Interior ... Heating .............................Plumbing ....... .................................................................... ... ..................... ................ Fireplace ... ...........................................Approximate Cost ................................... ................................. Definitive Plan Approved by Planning Board ------------------------------- Area ..........jZ, ....... Diagram of Lot and Building with Dimensions Fee ........... ........ SUBJECT TO APPROVAL OF BOARD"OF-,HEALTH C), I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ........................................................................... THOMPSON, J. 1'�. A=95-7—.,'� 22666 ADDITION a; No ................. Permit r .................................... S znq.l.e...Famil.y.Dw.e.1l inq................ Location .S.eapult...Rz)ad...................:............ ................Os tex v i.1.1.e..................................... Owner ..J.?... ?.....TQ?!1DS.RSA.......................... Type of Construction ..Frame,e.......................... r ................................................................................ Plot ............................ Lot/................................ i Permit Granted �.ovember 12 ......19 80 Date of Inspection :...................................19 Date Completed•-•............. ::,.:......\. .......19 i PERMIT REFUSED .... 19 . ...................... ....... . ....... ./ ..... ............................ ............................................................................... Approved ................................................ 19 ............................................................................... ............'......:............................................................ ' u DIRECTIONS: From Hyannis - Take Route 28_ towards Osterville: y " Take a left onto 5 Corners Rd and Continue onto Bumps River Rd. Continue Straight onto ' + Flood Zone Lines Pond St. and Turn Right onto South County Road as Per FEMA nRM 50 Buffter to (Aka. Main Street). Turn Left onto Seopuit Rd. Panel 250001 0018 D Edge of Vegitated House is on the left 275 Rev July Z1992 Wetland ri 100' Buffter to x Edge of Vegitated € s a'f \ Wetland �• ' \ \ � S � /F � � \ reyl Ci'Laura A R . ., 943 ehnert Final Grading to be Determined with ' \ 6�Aj, ! r Pro osed\ \ . Foundation Plan \ 1 ` l S10' \Drywell for\ L . 1 � B10 \ `11 1 Wi ` Rastof Runofi� I r stone Drive - Isolated Vegetated Wetland , Pr4iposed o \ ` \ t I ` \ - I '- /- _ _ LOCATION MAP. T os Flagged b Work Limits � , 99 Y a f ENSR 31/AU0/05 Scale. 1 2000 SEPTIC NOTES ' o I O �j 17.5' `MM EI=22.5' MSL 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours �� •,yD all I `` / \ \ / I dH Top of CB/DH Prior to An Excavation For This Project the Contractor Shall Make J :. I I ` l / \ `' ,: i r / the Required Notification to Dig Safe(1-888 344-7233). I ed �llt r 2. The Contractor is Required to Secure Appropriate Permits From Town �, t + / / :..' �, ` ,k our ces o ey �t 1 \ l rl I / /l / l // -21- ZONE: Parcel Area rust i \ I I I 1 , RF- R Floor 1 1 POD Plan. 1 ( ) Defined b This / Agencies For Construction D y ' � �► Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall (43,582+SF ) A B12! / / ' ! / ! s►° 25 0' 3. PP YC ' / ' } s'°23.8t \ 1 / !/ l/ / Area (min.) 87,?20 SF �:' ! ( 36,194fSF tJ land)A �. , `. 1 Fronto e (min) 20 Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to P Constructed in i / ' / � 4 Assure Watertightness. In General,Water Lines Shall be Cons ' ` QrA / j� / /l l / / l / 2 .� ` \ / i Width (min) 125 gh / / / l / � � � ^ � \( / / ! Setbacks: Coordination With COMM Water,and Shall be in Accordance �tlr a V. Fron t 30/ l l 8\2_2 ! l l Side 15' With 248 CMR 1.00-7.00&310 CMR 15.00. Phragrrities Area 4.A Minimum of 9"of Cover is Required for All Components. DESIGN DATA Rear 15' AL Feet or More or Subject 5. All Structures Bused Three F J 4 Bedrooms: \ ;,,;/ :.` \ \ / „/ 4JAL 20/ to Vehicular Traffic to be H-20 Loading.It is the En meet's 4 Bedroom 440 GPD Recommendation that H-20 Always be Used. 916 No Garbage Grinder ; Ss� oQ f, �' / �: `° \ Proposed, \ / / ASSESSORS REF.. 6. Install Watertight Risers and Covers to Within 6 of Finished Grade Total Dail Flow-440 GPD \ l Y 38, .\ , / /' i ,�ti / 1 \\ \ `" -� f I // / ! Map 095, Parcels 3 & 7-2 Over Septic Tank Inlet and Outlet,D-Box,and One Leaching Chamber and / / / Rhodles 2 D ve To Grade When Paved over. Accessory Structure >' B15 / / / • 7. Septic System to be Installed in Accordance With 310 CMR 15.00& 2 Bedrooms: / / / / :'/ / i \ �' / Proposed 1500 Gallon Tank c� r' 814 / l / I :: / / / 6 Qr . 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable p Ram / } t l / : / / -, / / / \\ \ `- -22- v OVERLAY DISTRICT. 2 Bedrooms @ 220 GPD _ AP Aquifer Protection District Board of Health Regulations. �� y�o• / 1 1 8 \ i } / Ns 1 /l I / \ I / ( -is- -- 8. All Piping to be Sch.40 PVC. Main House \ fior IlW / / �` / / / �� �� / \ \ ` - ' l / GP - Groundwater Protection District 9. D-Box Shall Have a Minimum Inside Dimension of 12 and a Minimum 2 Bedrooms: �° I / Fa 1 �� / ! top s d ! / Of 6 . Existing`1000 Gallon Tack \ a 9e of/ / / I \ ell�a Sump ` \ \ ` \ °� o 0 / / R of Runoffs I •� FLOOD ZONE. 10. The Separation Distance Between the Septic Tank Inlets and 2 Bedrooms @ 220 GPD \ \ i '� / �% / / �$ �21- - / o ` Zones C & A11(e1-11) Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend \ / �9 R dree Outlets S q ep •: \ \ \ \ o \ / / \ \ \ P ae�/f I /i e Community Panel No. " Outlet Tees Shall Extend 14" Move One Bedroom from Main House o Accessory ..` \ \ / /, / / o°' a Minimum of 10 Below the Flow Line. Ou s� Building and Create One Additional Bedroom for a total r \ \ l / .L._ #250001 0018 D Below the Flow Line,and Shall be Equiped With a Gas Baffle. g �\ \ _ ''� '\� tis ^ \ / / t r / .. \ / sra�, / July 2, 1992 of 4 Bedrooms. \ \ \ s N A rox Septic \ I I o PP �P \ ? ' _ L n_ \ s bn eed A Per s- u t , ward A �" ., --�,____ .. <_ � 4_ - _ \ .. A, Proposed e \ \ \ � \ \ W \ - � �G / ,.--• AddJtlon J \ \ ` �� \ \ \\�\ \ \ , o \ of MITIGATION DATA \ \ \ \ \ _A,) $- \ ED Ce/oH \ \� >r roposed ..^ 4 ° .. \ -0- Utility Pole 50-100 Buffers �� , \ \ \ \ \\ tin ood Deck \ `v • 24.8 \ , ` -� \ �tllc. � \• •� �; \ \ \�\� \ i � I Area ` � 3 • .- # . Light Post Proposed Garage: 809.0 s.f. 3 \ `, \ \ \ / House Additions: 667.2 s.f. �� \ ° \ \ \\\ \\ 1 ,(' \ w Wetland Flag o \, \ Wood / w- ` Over Head Wires \' \ \ a� \ \\°\ \\, Deck `, -ohw-- Driveway: 223.8 s.f. \ alto \ �ll `� ' ' - -25- - Elevation Contour Total: 1700.0 s.f. ,.. � \ 9 � \ .�•` \\\\ \\ \yam• � \ \ / .S.......... 9 Y ' 1, / c � t ••• Underground Utility Line Required Mitigation Area \ 1700 s:f. *3 =5100.0 s.f. �. \ \ \ \\ \ `� \ \ \ \ •ram a #275 l o / \ Deciduous Tree `•�` � \� \ ; °� \ \\ \� ° ° � F, . w 1 Dwelling ` \ \ �` \ \ \ \ 0 \ \ ti �`\ AC / \ Provided Mitigation Area �: \ \ as \ o,�\ A \ x e Unit + Coniferous Tree 1425.17 s.f Required to Restore ��. \ \ �o, , , i` '06.. rerrny - / 5W Buffer to Fullest Extent Possible �'. \ \ �� \\ \y Mitigation \ \ o Area Cedar Tree i` \ , \ tt` tT , ` \ \\ ` ►� ` To Remain 50' ..•/ e / \ \ ough Lawn Accesory Structure See Note 6 (typ.) `�, \ \ \ \ \ \ \ \ \ \' \ =60• / ` Holly Tree F.F. El, .0 e\ \ \ ` ; `` \ \ \ \ \ \ \ , ` 6'' 'SO• / \ F.G. EL: 24.5' F.G. EL. 22.5' O `•fir• \ \ `��, / •,..�.. ��.•" . \\ \ N \ \ \ \ Flow Equilizers N% \ \ \ �� '"`�• .\� EL. 20.16 f As Required .�. \. \ \ \ \� '� \ \ \a 1 ` a : Instal ler To EL. 1 Proposed I Con firm Prior `� To Any Work 1500 Gallon EL. 19_68 Pro \ \ \ � . \ \ \ \ \ ,.8772�1' H 20 EL. D-Box EL. 19.30 �� \ �� \ \ \ \ \ \ t \ -' ,,r„2 .12 o i N � po Septic Tank �ll� 00 To Be Installed ? . 2• - 42 ip' Mi On Stable Compacted Base Bedding,"T"s, \ \ \•\N inspection Port, & BaffelsH DEVELOPED PROFILE OF SYSTEM as Per Title 5 ��� - Nalbtf#;9�662 . RCN OF Mgss t NOT TO SCALE JOHV G. G i iL PLAN VIEW F /STEM \�F, r �s1ONAt EN6 SCALE 1 ' =20 ' Notes/Revision: PREPARED FOR: PREPARED BY Title: Proposed Site Improvements 1.) The property line information shown was 1`� 1" 9 Sullivan Engineering, Inc. Cap6Su�u' compiled from available record information.- Charles O Wellington Plan of Land at 275 Sea uif Road PO Box 659 7 Parker Rood o 2.) The topographic information . was obtained P from on on the ground survey performed on Osterville, MA 02655 Osterville MA 0265E Os tervill e,MA �2655 275 SeftwitCI Road I r� or between 10/MAY112 and 31IMAY112. (508)428-3344 (508)428-9617 fax (508) 420-3994 / 420-3995fax T+r 3.) The datum used is NGVD 29, a fixed mean Barnstable, (Osterville) Mass. -4 sea level datum. 20 0 10 20 40 gp Draft: WHK/RRL/CTR Review: RRL Calc.: JOD/CTR Job #: C-307.3 Date: Scale: r,=20, �'• Project: Wellington-3100027 Field: WHK/RRL November 8, 2012 1 -------------