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0025 DAYBREAK LANE
2.5 Odybr2aiC� Lar7e, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map G / Parcel ? Application # d S Health Division Date Issued P Conservation Division Application Fee 5_6 Planning Dept. Permit Fee �: �. OD Date Definitive Plan Approved by Planning Board Historic - OKH N 0 _ Preservation / Hyannis ICJ 0 Project Street Address S�Dsl%3 e k L � 1 �12 04K- i. �l Village 14y a tin 1 Owner 11if tL>_-S 1) &11 Address ZY T*A-Tch e✓L_5�, UUCSi�JOo� Telephone I - 90 -gj Q 06 Permit Request _ TO F M l s h WA 11 i n 13,P6-f Mee N 57-4�I i w 0 Square feet: 1 st floor: existing q g proposed ��2nd floor: existing proposed Total new 13,12— US-9 c 1olo Zoning District Flood Plain N C7 Groundwater Overlay /1l 0 Project Valuation 1�U 0 0 . 0 D Construction Type WQ0 Fe-� Of� D F Lot Size d 7f� Grandfathered: LY Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family W/ Two Family ❑ Multi-Family(# units) Age of Existing StruZ11 e A Historic House: ❑Yes VJo On Old King's Highway: ❑Yes vl o Basement Type: r1a ❑ Crawl ❑Walkout ❑ Other - Basement Finished Area (sq.ft.) Basement Unfinished Area ( ;fit) Number of Baths: Full: existing_— new 0 Half: existing :, I 8w q' � Number of Bedrooms: existing -0 new �r Total Room Count (not including baths): existing new First Floor RJOom Courxt Heat Type and Fuel: LirGas ❑ Oil ❑ Electric ❑ Other F Central Air: W" es ❑ 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: 2/existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ®'No If yes, site plan reviaw # Current Use Proposed Use _T a1(0 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name a Vi ►� Telephone Number Address 2—W 714ArGhC* T License # 11U (iU0 ) ,Al k 0209 D Home Improvement Contractor# Email Alt 9.9Pr j ,ft,/i N (�CvYy\6il 3T- ; N QIT— Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO "7VLL),(\ �Ju dry 1� SIGNATURE & DATE 2� W FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER , DATE OF INSPECTION: FOUNDATION i FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL IR PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. -r er rs' C�mg Em=mLca Af fdavit u ei�rst f cf l r��'r��„4l PF erg I Eaf=magmPig Name 0?,Jy0 v u)o VM �' -°� ►fi b(-� ❑ I zm a empiap rr vrifrt ¢ ❑I ArtaaI cou�ac(gr aucFZ ❑ItTeu MT[ ' . . - * hav�bite�tbe� • a9 CE311 �� listed oa the atbnbed-s � ❑ g 7❑ I am a s°Ie prapidu-orgarhv-r- Zhu sub have ' ship sadhat�e na emgla�ees $- ❑I�TiEcaa emglas andham WOLIMEs' Camp-fimmm a camp _ I 5- ❑ We;are a capare icmaad ii� IfJ❑ �iCal sepaizg or adLi�ians azaah=mv=a0mg,AllWad- ,�;sedfheFr IL❑.Fiamhmg.=pi=ccadddons l. myself[NO 'cnp- zsght afeoa gerkfC$. 120$nLtf=epaas inrr,rn,rrg+ rt,rw I-F IS 1(),and wel erg 13�Qd= cQzap_msu�rT . �$apr_xp�u•��Rche�sbarzL�xmstxlmSIloQti3�sectinnbrIm�shm�5ffieswo�raTmmn�oupaTs�' . �ffnmeawn�sn•�r srda�3us�d�Y;. may*;��=8="=�--r t��++-e�cor�ar�sr�st m�ar�€�ud.-ec�*n"�sorb. fCEu-d'r�LSfDlit C'F1EC�Lhl.+bm.CmgSY saznr�ifinn 7 Sh�YY shb'[�gtitnmmeaf Hie 3 md3�I'2tirhetu��rAnLinnSE �'P -runt erivL5W iitrtis pm markv-S,sarq7m=fazt i=zr=C;9 far zmy evFLqyGss. HdotF is thr paHcp mid,job si Lsuta��GOmpiqamL MY P4oficpt€arS�f�Iic� Fxgimfr�l3ate: . lab site A A tZffi a_copy o-ffh �s�rl rs`campe ti.pvury di.b—t mpage(shtrtr the F'OBrT==±rer=aC313iL Fzaam to se=e:caci-rage,as reTirmiuudcr Secfm 25A oEMM c- 152 can Lead fu the imgosifirm n=real prlfies cf a free up to 0D OD anchor mL-yearim ,as�1 as cixa gemdfi�m$�e f�of a STEP, Ol ORDER-and a of m.to 0.00 a day agaihst file violabaL Be advised fast a cagy rtMi€steed madrbe irwaatrd tLs the©fiine of Tarr_cErRxfsctas°f�D7Afar*n�z��caFerage lr da Ftse f$aas d �fgtF$fatfFte uvrxir prase abe��is irus tmd correct �iguatare=� Dates•. Z • Phase i# .."t q `c E irr£uss ra,; �:wt wdr g-i a g&area,uz be cam by c ii�pr f wa r�cwZ Cay or Tnwa: rear FrsFizi_areCtse 9 L Ram efHe:Ftbr I Dap" �t�fdFa�acFerT� 4.�IettiicallOsperinr fi.P ��ectnr Town of Barnstable Regulatory Services , �� r°syjr Richard V_ScaIi,Director Building Division 4 9RARNSrABM Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 'ran a www town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION 2 23 l� Please Print DATE: JOB LOCATION: 25 I /(� r eci L -.� A)L� f ,—� number s'treet village xot✓,EowNER : T— 4 C-S- 'J A- / l b I�' ) _ Cl 10 —q L/D L name ;► home phone# work phone# CURRENT MA]1JNG ADDRFSS:_ 2 cit)Aown state rip 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 ofBarnstable Building Department minimum inspection roc es and requirements that he/she will comply with said procedures and requirements. 1, N"A Si al aro of Homw er 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 E%EAYTION _ 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 persou(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 2.1S) 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 Iicensed 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:\WPFn.ES\FORMS\building permit forms\EXPRESS.doc Revised 061313 � E T Town of Barnstable Regulatory Services ' I,ARNSTAEM .• Richard V.Scali,Director MAM 9A 1 `fig 619.�k Building Division _-... -._ ___ _.. Tom Perry,Building Commissioner 200 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 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 QIORMS:OWNERPERMISSIONIPOOIS Stephen David From: theresa david <theresadavid@comcast.net> Sent: Sunday, February 22, 2015 8:17 AM To: Stephen David Subject: 25 Daybreak Lane Cos-eT Unfl oil aeet ---- eta Theresa David Coldwell Banker Residential Brokerage President's Circle (781) 910-9406 Cell theresad avid(@-corncast.net theresa:d avid(cD-nemoves.corn i Stephen David ' From: theresa david <theresadavid@comcast.net>. Sent: Sunday, February 22, 2015 8:17 AM To: Stephen David Subject: 25'Daybreak Lane f Li�iut; Rodin. Room, N-laster 2 V tt`a'xto' K Edi'Xy3 Family WIC .Gi4eaipg€: LO Theresa David Coldwell Banker Residential Brokerage President's Circle (781) 910-9406 Cell theresad avid(a)-com cast.net theresa.d avid(aD-nemoves.com O 1 Stephen David From: theresa david <theresadavid@comcast.net> Sent: Sunday, February 22, 2015 8:18 AM To: Stephen David Subject: 25 Daybreak Lane 19CO001 lWya' ' B, clrcan 'r Den 21'Xl�.r ## 2 12' 1: - Theresa David Coldwell Banker Residential Brokerage President's Circle (781) 910-9406 Cell theresad avid(aD-comcast.net theresa.d avid(Oemoves.com D 1 r e. a . LTn ishe' d asment 'X2 ' . r u a w ¢ v a 1��156 ` J 0 NiM101 . 1 i IQ jg . . . f a c r; TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ZI Z Parcel Application #0 0 o / l Health Division Date Issued �J Conservation Division Application Fee Planning Dept. Permit Fee Date.Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address2S G/Ze�3fi L.v. Village Owner Ra Af_�T LC-e//H Address ate 13&.e&h ^� Telephone S�- A 2-9 Sow- 77e- Sr78Z Permit Request Ale v w;, 8�6 �S bh 134.eh_n.1a- 0►� NOTE �kSrsfrhS �ioac�-i E Square feet: 1st floor: existing 119(a proposed /Vs 2nd floor: existing l�q/' proposed y Total new 39 Zoning District Flood Plain Groundwater Overlay aO • A Project Valuation �yj 60�• Construction Type RCS r Lot Size Grandfathered: ❑Yes ❑'No If yes, attach supporting documentation. Dwelling Type: Single Family Ul"" Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes Vfo On Old King's Highway: ❑Yes Ulo Basement Type: VFull ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.f)y ��9 Number of Baths: Full: existing new Half: existing newer ' Number of Bedrooms: 3 existing new l ` ' 8 Il Total Room Count (not including baths): existing new o First Floor Roo (Count Heat Type and Fuel: CYGas ❑Oil ❑ Electric ❑Other Central Air: U'Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑l�existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑'existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT.INFORMATION - (BUILDER OR HOMEOWNER) Name rAa l & 1M 1 QDL 'nV Telephone Number 567 T?y _7 y I y Address 157 C i2CL& License # 0 3 al/1- ©,? 3 a a Home Improvement Contractor# J'S ?1q Ya Worker's Compensation # t-00 665-2 0 1 Z01 0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO D is coves D 15Po541 SIGNATUREIWAII!ZDATE IIS o FOR OFFICIAL USE ONLY APPLICATION# -DATE ISSUED �AAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: f FOUNDATION 5600(K Al gAk r FRAME z INSULATION { FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING - DATE CLOSED OUT ASSOCIATION PLAN NO. x �� r `f own- of Barnstable L1�lZ Regulatory Services . Thomas F. Geiler, I?irector . 0659,:X-" Building Division Thomas perry, CBO, Building Columissioner 200 Main Street, Hyannis,MA 02601 www.town.barnsta b le.ma.us 'Office( 508-862--4038 Fax: 508-790-623 PLAN RE VIE W Owner: Map/Parccl: 7 7 S ProjectA.ddress YRA2 L BuiIdcr: The following items were noted on reviewing: -pw EC5 tl s a M e).,T--a A ES � � Y, G '©S7— t sJ Reviewed-by: Date: 3 — 9-7/ 0 Q:Fxm s:Plnrvw The Commonwealth of Massachusetts Department ofXndustrial Accidents Office of nvestigations IY f 600 Washington Street c� Boston, MA 02111 y, www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le idbly Name (Business/Organization/Indivi dual): (.ZI1 (6 (01) Milli Address: t✓1�5aeeL [�I/'•:(-CL City/State/Zip: INAL etll") M �0"Y Phone Are ou an employer.? Check the appropriate box: Type of project(required): 1.�I am a employer with�_ 4. ❑ I am a general contractor and I 6 ❑ New construction employees (full andlor part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner-' listed on the attached sheet. 7. ❑ Remodeling These sub-contractors have g, ❑ Demolition ship and have no employees working for me in any capacity. employees and have workers' 9 [(Kuilding addition [No workers' comp. insurance comp. insurance,$ required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additit 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additit myself. [No workers' comp. right of exemption per MOL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors.and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. 1 am an employer that is providing workers'compensation inscrance for my employees. Below is the policy and job site information. Insurance Company Name: A.f 5 0 C, /4 Tr'Y3 01 PLo S 1dUSt!''�✓�h/Ll= �p `� policy# or Self-.iris. Lic.#: W C� � �S7Z ] Z /0 Expiration Date: �•�6 i Job Site Address: D/ 80�IC City/State/Zip (Z�S?1�� 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 MOL c. 152 can lead to the imposition of criminal penalties of 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 of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certify it der the pains and enalti.es of perjury that the information provided above is true and correct Si nature: Date: .. /S/l 0 z, Phone# Official use only. Do not write in this area, to be completed by city or town of City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other Contact Person: Phone#: information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their,employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a-business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." .. Additionally; MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s), address(es)and phone numbers) along with their certificate(s) of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships (LLP) with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit.. The affidavit should be returned to the city or town that the application for the pen-nit 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. PIease 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".lob Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the . applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required.to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents,, Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-.8777MASSAFE Fax # 617-727-774.9 Revised 4-24-07 www.mass.gov/dia ENERGY CONSERVAT-ION APPLICATION FORM FOR ENERGY EFFICICZENCY FOR ON)Z AND TWO-FAMILY DETACPSED RESIDENT;AL'CONSTRUCTION (780 CMR 61.00) Applicant Name: C{�( jk �Si Site Address: a2S bit/ 3`Gt•�de LN: pain C � Town: Applicant Phone: Applicant Signature: Date of Application: �2 VT to NEW CONSTRUCTION: choose ONE of the-following two'o tioas 780 CNIR.TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-F'AI�M Y BUILDINGS MA�QMIJM MDgIMUM Ceiling or . Slab QOption 1: Basement Fenestrration exposed Wall Floor Wall Perimeter A_FUF_ HSPF U-factor floors R-Value R-Value R-Value R,V•alue RNalue and Depth National Appliance•Enu R-10' ConscrY .35 R-3 8 R-19 R=19 R-10 ation Act(NAD 4 - 1997 as amcndcd,minim catcr as applicablr, Note: This form is not required if you choose either of the two versions of REScheck as listed below. [] Option 2: RES check Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck--Web which can be accessed at http-,Hwww.CnCrgyrDdc�s.gov/rcsch(-- DI X olVs oR Ax1V�AX `i6l 8.To MaSTING�1n� . S GS:o%R"5�'E.A�8 OLD* *puildiags under 5 years old must use option#1 or#2 in New Construction section above, Complete the following formula to determine the % of glazing: (a) Gross 'Wall& Ceiling Area equals Formula: (100 x b =a). ' /02 SF 100 x qbo _ l oZ q 3, 1 % of glazing (b) Glazing area equals 4Q _SF b a If '1a7in is<�0%.ire the chart below. If Ia.zing is > 40 % rgceed to"S�[JNROOM" section 780 CMR TABLE 61QI.3 PRESCRIPTIVE ENVELOPE COMTONENT CRITER1A ADDITIONS TO EXISTING. LOB'-RISE RESIDENTIAL BUMI)INGS MAXIMUM N9N7MUM Ceiling and Slab Peru. Fenestration -Wall Floor Basemenfi Wall R U-factor Exposed floors R-Valuo R.-value R-Value R-Value and De 3 R-3 7 a R-13 • R-19 R-10 R-10, 4 R.— EL R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area i.e, not Compressed over exterior W1119, and including any access o Cain s SUNROOM—An addition or alteration to an existing building/dwelling unit where the tot glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of f addition. Note: Owner to fill out Consurnerlii ormation Fortn found in A endix 120,P AFVC Guide to H%nd Cnnstrccctioil in Hr.',h 1•Yind Ai,ects: !0 niph Wind Zone Ng2Ssacl111setts.CheckHst fog' Compliance (7so CnItz5301:2.t.1)' Lr 1 Che Compliar. 1.1 SCOPE . Wind Speed 3-sec. gust) 110 mph Wind Exposure Category........ ............ :...................................:........ ...............:............................ .....I........... . Wind Exposure Category................Engineering Required For Entire Project ....................................... 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) stories 52 stories Roof Pitch ............(Fig 2) ...::....... " 12:12 Mean Roof Height ..................(Fig 2)........................................... - --ft <'33' BuildingWidth, W .:...............................................:.............(Fig 3)...................:...................:....... - — Building Length, L ....... ..................................:..:....:.....:..(Fig 3)......................,.,. .................... - — ft <80' BuildingAspect Ratio UW 2....................................(Fig 4)................................................. Nominal Height of Tallest Opening :.:...(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....,. ............. .... — Concrete Masonry ..... ..... 2.2 ANCHORAGE TO FOUNDATION''3, 518"Anchor Bolts4mbedded or5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..:... ...............:.(Table 4)............................................. — n ...( 9 )..................:................'- in: <6"- 1'2" Bolt Spacing from endCoint of plate Fi 5 — . ................ Bolt Embedment-concrete.........................................(Fig 5).................................................T " in.>7" . Bolt Embedment .,. masonry..................:............... ....(Fig 5).....:.... 1:..........................::.. — in. > 15" PlateWasher..:..:.............:......:......................................(Fig 5)..............................................?3 x 3" x'/" 3.1 FLOORS (per790 CMR Chapter ....:.................: . Floor-framing member spans checked .................... ft s 12' — Maximum Floor Opening Dimension...................................(Fig 6)....:..............................I..............— 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 <d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.......:........(Fig 8).........:..................I.......................... it <- d FlDof;Bracing at Endwalis.. .......(Fig 9)............................................................. Floor Sheathing Type (per 780 CMR Chapter 55).....:.................... .. .. . Floor Sheathin Thickness ...:....:..................................:.....(per 780 CMR Chapter 55)........................ in. _ 9 Floor Sheathing FasfeNng..................................................(Table 2).. d nails at�in edge/ in field 4.1 WALLS . Wall Height. � Loadbearing walls................:.... ..... ......(Fig 1.0 and Table 5).. ..................�ft -<1Y Non-Loadbearing walls ....:....:..'.....:..... ,(Fig 10 and Table 5) ............. . ,... ft 20' 5 In.-24� o.c. ........... (Fig 10 and Table 5).............. �� �f Wall Stud Spacing .....:.....:........ • Wall StoryOffsets ... ..... .. ...(Figs 7 &8). ...,....,............:.................., ft s d' — 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls ..........................(Table )....:.........................2x - ft in. T- — — Non-Loadbearing walls .................................................(Table 5)...................... --ft! in. Gable End Wall Bracing' ft>_W/3im Full Height Endwall Studs............................:...............(Fig 10)..........:,................................. . WSP.Attic Floor Length................::..............................(Fig 11)............................................ 'Gypsum Ceiling Length if WSP not used ....:............:.(Fig11 . ft'- 0 9W and 2 x 4 C'ontinuous Lateral Brace @ 6 it. o.c. .. (Fig 11)............................................... or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 fl. spacing in end joist or truss bays i AWC Guide /n 6100ri C011structi0/1 ill 1Yirrc1 Areas: 110 ruplr 1'Yinritolle • NIassacTrsetts CheCdast for Com pzz nCe ( 75U Ci\'IRS3U 1.2.1,1 i Loadbearing Wall Connections ' Lateral (no. of 16d common nails):......................'....., (Tables 7)..................................................... 9 Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8)............................................... Load Bearing Wall Openings (record largest opening but check all openings for coniptiance to Tabl 9) HeaderSpans ........................................................(Table 9).................................. ft in.-5 11' . Sill Plate Spans ........................................................(Table 9)..._...............................jz�ft d in. 11 FullHeight Studs (no. of studs)........:...........................(Table 9)..... .....................,......•...........,...,.. . Non-Load Bearing Wall Openings (record largest opening but check all openings for complianFe to Table 9) Header Spans...... (Table 9)...................................r ft C> in. 5_ 12' Sill Plate Spans.... ...................:....................................(Table 9).................................. ft O in. 5 12" Full Height Studs no. of studs (Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W 6, 6V Nominal Height of Tallest Opening z ""' Sheathing.Type..............................................(note 4)............................................ Edge Nail Spacing .........(Table 10 or note 4 if less)......................:_f�in. 9 P 9................:............... • FieldNail Spacing...........................................(Table 10)................................................._j2_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 ��5�i 6 Nominal Height of Tallest Opening ........................................................................ z 6"Sheathing Type...........:.......:..........................(note 4)..................................................... Edge Nail Spacing...........................................(Table 11 or note 4 if less)........................ in. Field Nail S acin ......................:..(Table 11) �? �n P 9•................ ..................................._.............. Shear Connection (no. of 16d common nails)(Table 11)....................................................3t°u_� Percent Full-Height Sheathing . Table 11 ..........................I................._,._.... 9 g...... .............. .( ) % 5%Additional Sheathing for Wall with•Opening> 6'8"(Design Concepts)................ ... Wall Cladding Rated for Wind Speed? "'"""""""" ...................................................... II 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 V3 Truss or Rafter Connections at Loadbearing Walls li proprietary Connectors P Uplift ..,.......(Table 12)............................................U=.��3plf Lateral -•(Table 12).............................................L=f7�0 plf Shear............................:...................(Table 12)........_................................_..S=_2•0If . _Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T- pIf Gable Rake Olttiooker................................... ....(Figure 20) ............. ft s smaller of 2'or L12 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors 'Uplift ......(T'able 14).........................................:..U= .J�7 lb. Lateral (no.of 16d common nails)...(Table 14).................. _lb.- Roof Sheathing Type................:..................................(per 780 CMR Chapters 58 aW 9) Roof Sheathing Thickness in. ?7/16' WSP Roof Sheathing Fastening ....(Table 2)......................................................... • Notes: 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 1 Sa 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. Tawn of B arnstabde ti o� Regulatory services Thorns F_Geller-,Director Ernes BulldIIlg T4ISIUIl Tour Perry,Bnfldi-npr _Commissioner 200 Mgn Sfrmt;Hya,ns,MA 02601 }vwwAow7-b a-rnstab[e•ma.us Fax: Sob-791 Office: 508-862-4038 Pjroperty 0WACr must Complete and Sign This SCC60EL If-Usigg ABuilder _ L ,as Owner of de subject-property. .0 my behalf, hrsebyanthao ze cvt-IL i Es . in all matters relatin to work M rhozized by this bl-ldiug Permit aPPfication for. _ (Addess o Job) . ist L010 s of�� a( L Price Name If Proe O wn.gr is•aPp Yzng _ 1 ' for permit please complete the Homeowners License Exemption Form on-the reverse "side. 71 tssuchusctts- Department of Public Sat'ct B, ►ard (if Building Re!nitatimis and St.ind.lu'dS Construction Supervisor License License: CS 85083 Restricted to:, 00 f a CRAIG MIDDLETON ,15 CEREL CIR , -BROCKTON, MA 02302 - - � Expiration: 6/14/2011 C'uuuni••iintr Tr#: 16388• J � qqq ✓fze �omrinzoozcueal� a�./l�ufvaclivarlta -\- Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration:•":157940 Expirationt";1l`t1S12011 Trlt 290285 Type:; =tid._M, d ALLIED HOME IMPRQVEMENTS,-.R CRAIG MIDDLETON_;,,,,,. 15 CEREL CIRCLE BROCKTON,MA 02302'_=>-`� Undersecretary t ,?%/,,. (:v,,,,,,r License or rcgixtratinn valid for individul use only Office uff;uusua►cr Affairs&Business Regulal'" before the expiration date. if kiund return to: ht�:�► i HOME IMPROVEMENT CONTRACTO&t Office of Consumer Affairs and Business Regulation Registration: 157940 10 Park i lara-Suite 5170 Roston,MA 02116 �••��`.` `• Expiration: 11/16/2011 Tr!! 290285 _ Type: Individual ALLIED HOME IMPROVEMENTS t3 CRAIG MIDDLETON 15 CEREL CIRCLE -: BROCKTON,MA 02302 y ttnderseeretarr Not •alid without signature _a Massachusetts- Departnlcnt of Public safell. 4 Bn:u d of 1311ildim_Re_ulatirills and �t:uitl:u•d. Construction Supervisor License License: CS Restricted 10: ()0 +� CRAIG MIDDLETON L a 15 CEREL CIR BROCKTON,MA 02302 ---o- Expiration: 6114/2011 Tra: 16388 - l ••uuni.�j,uu•r - 17 • •ty ��; ��1��•� 5 t I N ibr 3 77 C-9 JZ4 LAJ o Q; 61.59 l LEIT 89 8385.1 S.F. '� Q J 0.19 ACRES I CERTIFIED PLOT PLAN ,I CERTIFY THAT THE- FOUNDATION SHOWN ON THIS PLAN IS LOCATED ON THE FOR GROUND AS SHOWN HEREON AND THAT IT LOT 89 DAYBREAK LANE HYANNIS, MA. CONFORMS To THE MININUM BUILDING SETBACK REQUIREMENTS OF THE TOWN OF BARNSTABLE. PREPARED FOR . Y BAYSIDE BUILDING IN . �� OF r ST EVEN W. v, SCAT E: 1" = 30' DAM: APRIL 6,2000 ofitBArn WELLER & ASSOCIATES 1645 FALMOUTH RD. - SUITE 4C CENTERVILLE, MA 02632 (508) 775-0735 r - 02/17/2010 10:36 7818486100 TWINBROOK INSURANCE PAGE 01/01 CERTIFICATE OF LIABILITY INSURANCE' GATE(WID ""YY) t 2 17/10 PRODuc¢R THIS CERTIFlCATE IS ISSUED AS A MATTER OF INFORMATION Curtin-Twinbrook Ins Agcy ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE. 400A Franklin Street HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Braintree, Mi11 02184 INSURERS AFFORDING COVERAGE NAIC# INSURED - -•- - ... __. ..�--•--• INSURER A: Arbella Protection Allied Home I INSURERS: AeBoeiated Employgra Ins. Co. Craig C. Middleton on INSURERC: Safety Insurance Co 15 Cerel Circle INSURER a Brockt n, MA 02302 ' INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED.NOTWIT MTANDIN^,,ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTI'H RESPECT TO WHICH THIS CERTIFICATE IW1Y BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BYTHE P0LIaES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGRWATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAIDCLAIMS._ INSA ADO'..-— RRATI�/ -- — -- POLICY NUMBER LINM OENERAL LIABILITY EACM OCCURRENCE E 1 0 - A . X COMMERCIAL GENERAL LIABILITY 9500008111 10/5/08 10/5/10 DAMnGETD "�D !& 100 000 P$F ffaura Qar>. -) '---- CLANG MADE OOCUR WED DP oreant)_ S 5,000 - PERSONAL&ADVINJURY S 1 000.,000 GENERAL AGGREGATE S 2,000.000 OEN'IAGGREOATE LAMT APPLIES PER PRODUCTS-COMP/DP AGfi 8 2 O O ,O00 POLICY PIr R LOC - AUTOMOBwE uAmuTv I ANY AU70 COMB tNED srNGI E L ANR IEe&xJdera) ALLOWNEDAUTOS R X 3CMEDUl6DAUf0$ BODILYINJURY S 100,000 (Pwperm) C X HIREDAUTOS 3947331 "1/13/10 1/13/11 SODILYINJURY g 300,000 X NON40WNEDAUTOS IPereccleeny PROPERYDAMA(IE s 100,000 Par aoe�+1) . GARiAOE LIABILITY AUTO ONLY•EA ACCIDENT s nNY AUTO • OTHER THAN EA ACC s AUTO ONLY, AGO S ' EJUCE$5/Ufi1BRElLALIABILI Y EACHOCCURRENCE S OCCUR : CLAMS MADE AGGREGATE 8 � 3 - DEDUCTIBLE $ RUWIQt4 vmD1 OMPMIS ITON WC STATU O1TR AND EMPLOYERS'LIABILITYYIN M ANY PROPRIETORMARtMWEXEgRNE. WCC5006657012010 '1/23/10 1/23/11 E,L.EachrcaDEM 8 500 OOO OFFICERNEMBE R EXCLUDED? _1 It %des bound EL.DISEASE•CADupLOYE s. 500,000 Ifyy a deeulbounder �� � OTHERLPROVIfi10N$bdow E.L.DI$EASE-POLICY LIMIT 500,000 OTTER . DESCRIPTION OF OPERATIONS I LOCATIONS I VVICLES I EXCLUSIONS ADDED BY Em DuRs emcwr f BPEQAL PPMMONS 508-394-0813 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OFT HE ABOVE OESCRIBEDPOLICIES SECANCELLED BP.FORE THE EXPIRATION DATE THEREDF.THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 OAYa wormN Town of Barnstable NOTICE TO THE CERTIFICATE MOLDER NAMED M THE LEFT,BUT FAILURE MOD SO SHALL 200 Main Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY RIND UPON THE INSURER,ITS AGENTS OR Harnatable, MA REPARGENTATNEs. wuTaap�D RE PRESENTATIVE Jose Rizzo / de ACORD 25(2009/01� 01988,2009ACORD CORPORATION. All rights reserved. The ACORD twme and logo are reghftred marks of ACORD o RIDGE BEAM AT ADDITION by Weyerhaeuser - j TJ-r:1 2/2 35/2010ial:33:40 M 2 PCs of 1 3/4" x 11 7/8" 1.9E Microllam@ LVL fll User:1 2/22/2010 9:33:40 AM Pagel Engine Version:6.35.0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0/12"Roof SloUeSM2 77 6 116.4.. All dimensions are horizontal. Product Diagram is Conceptual. LOADS: " Analysis is for a Header(Flush Beam)Member. Tributary Load Width:T 6" Primary Load Group-Snow(psf):35.0 Live at 115%duration,20.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other. Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 2.40" 2144/1421/0/3565 L1:Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam@ LVL 2 Stud wall 3.50" 2.40" 2144/1421 /0/3565 L1: Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam@ LVL -See iLevel@ Specifier's/Builder's Guide for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 3492 -3005 9081 Passed(33%) Rt.end Span Y under Snow loading" Moment(Ft-Lbs) 13967 13967 20525 _ Passed(68%) MID Span 1 under Snow loading Live Load Defl(in) 0.442 0.533 Passed(U435) MID Span.1 under Snow loading Total Load Defl(in) 0.734 0.800 Passed(U261) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'1"o/c unless detailed otherwise. 'Proper attachment and positioning of lateral bracing is required to achieve member stability. '_ -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available.=Check with your supplier,or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY!....PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building.Code IBC analyzing,the"iLevel@ Distribution product listed above. -Note:See iLevel@ Specifiers/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: CHRIS DESIMONE BILL RUBEL KELLEY.JOB MID-CAPE HOME CENTERS 25 DAYBREAK LANE 465 RT 134 BARNSTABLE MA PO BOX 1418 SO.DENNIS,MA 02660-1418 Phone:508-398-6071 - Fax :508-398-4559 brubel@midcape.net Copyright ® 2009 by iLevel@, Federal Way, WA. - - - Microllam® is a registered trademark of iLevel®. - - C:\Program Files\Trus Joist\TJ-Beam\Job Files\DESIMONE-KELLEY.sms - - o , RIDGE BEAM by Weyerhaeuser AT ADDITION TJ-BearnO 6.35 Serial Number: 2 Pcs of 1 3/4" x 11 7/8" 1:9E Microllam@ LVL User:1 2/22/2010 9:33:40 AM. Page Engine Version:s.3a.o THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 16 0.00 Max. Vertical Reaction Total (lbs) 3565 3565, Max. Vertical Reaction Live (lbs) 2144 2144 Required Bearing Length in 2.40(W) 2.40(W) Max. Unbraced Length (in) 121 Loading on all spans, LDF = 0.90 1.0 Dead. Shear at Support (lbs) 1198 1198 Max Shear at Support (lbs) 1392 -1392 Member Reaction (lbs) 1392 1392 Support Reaction (lbs) 1421 1421 Moment (Ft-Lbs) 5567 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0.Floor +•1.0 Snow Shear at Support (lbs) 3005 -3065" Max.Shear at Support (lbs) 3492 -3492, Member Reaction (lbs) 3492 3492 Support Reaction (lbs)- 3565 3565 " Moment (Ft-Lbs) 13967 : _ Live Deflection _(in) 0.442 Total Deflection (in) 0..734 PROJECT INFORMATION: OPERATOR INFORMATION: CHRIS'DESIMONE BILL RUBEL`,. KELLEY JOB MID-CAPE HOME CENTERS 25:DAYBREAK LANE 465 RT 134 BARNSTABLE MA PO BOX 1418 SO.bENNIS,MA.02660-1418 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ® 2009 by'iLevel®, Federal Way, .WA. - Microllam® is a registered trademark of iLevel®. C:\Program Files\Trus Joist\TJ-Beam\Job Files\DESIMONE-KELLEY.sms - - `- I 'REScheck Software Version 4.3.0 Complliance Certificate Project Title: New Addition Energy Code: 20091ECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 25 Daybreak Ln. Kelly Residence C&C Remodeling Barnstable,MA 02630 25 Daybreak Ln. 35 Mockingbird Ln. Bamatable,MA 02630 W.Yarmouth,MA 02673 • . Compliance: Maximum UA:82 Your UA:78 p' Ceiling 1:Cathedral Ceiling(no attic) 241 30.0 0.0 7 Skylight 1:Vinyl Frame:Double Pane with Low-E 26 0.480 12 Wall 1:Wood Frame,16"o.c. 392 19.0 0.0 17 Window 1:Vinyl Frame:Double Pane with Low-E 67 0.320 21 Door 1:Glass 40 0.340 14 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 219 30.0 0.0 T' 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 2009 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: New Addition Report date:02/16/10 Data filename: Untitled.rck Page 1 of 4 REScheck, Sore Version 4.3.0 Inspection checklist Ceilings: „ ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation R Comments- Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: a #,Pan,es_Frame,Type. Therm all Break?_.Yres, .No) Comments:: Skylights: ❑ Skylight 1:Vinyl Frame:Double Pane with Low-E,U-factor.0.480 #•Panes._FrameType; Thermall Break? Yes N6 ` Comments:: Doors: ❑ Door 1:Glass,U-factor:0.340 Comments:. Floors: ❑ Floor 1:All-Wood JoistlTruss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfioor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. (j Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier.Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. Project Title: New Addition Report date:02/16/10 Data filename: Untitled.rck Page 2 of 4 (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities;and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: O Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: Lj Vapor retarder is installed on the wane-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. 0 Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 0 Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Lj Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. 0 All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 112 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). 0 Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2 pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Ll Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3i- Swimming Pools: Project Title: New Addition Report date:02/16/10 Data filename: Untitled.rck. Page 3 of 4 Heated swimming pools have an on/off heater switch. Lj Pool heaters operating on natural gas or LPG have an electronic pilot light. 1 Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Lj Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: - Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Lj A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Li Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: Lj A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: New Addition _ Report date:02/16/10 Data filename: Untitled.rck Page 4 of 4 2009 iECC Energy ✓ Efficiency Certificate Ceiling/Roof 30.00 Wall 19.00 Floor/Foundation- 30.00 Ductwork(unconditioned spaces): Window 0.32 Skylight 0.48 Door 0.34 NA Heating System: Cooling System: Water Heater: Name:: Date Comments: R i G H s i D �ij ME I —i - -42 tD Cs E._LlEt.t.S_4� -- E n VO 1 moo.C t-� . laV�✓ 2 E Al� - AI.U/ntr.3uln GUTTE2.1.t_E r>E25 -j i J ; n LO El 1- — EI El SCALE: �S S L G E5 i I , I I I �I. i I � �-�__Iti, i i''`,. �y G sf3..�GL•�� ... �.. � � I I I h .i .,�1`'� � I .. t i I � M41 i t I j i 7,A7i ul -- --- Iii i \d,C. SNr N C. r L .S --------------- ... ' l ,Jlj ' I I R i G H't S t r)C_.-.--- i QNl//tNEY ENGt.O_�U-2�''' i_ i tRtpC�E.VEtis-4 j t0 I i ........ .. I I I irT 113 i !, A1.u/A Wu/n.Gu,TF-rL. LF.EanErs� j TF IPIL 1EIR I 1 ram' I 1-14 I I . 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Q .._ -t;j- r�-(-4•g r r N I -C L.EI W-ca 1_EVCL " D! GP RnCT, 04 - I I —I • I SEC .SECTIO" SAE.E?4 I .. I 2 >✓ —•—�� j •I _ I tr �0 IDi o -o "g I R ATljiull zags• I. I WINDOW._ ..Lt5TeO FITLST FL¢.I0. ; �J=1[JISI1.F.l_�O Q::• -. I I Q'•4"� ICWL-- -i i .. I � I W QII Kl� I 4'-4•. 2•-4" �9Lt4-e Ro-/A pcc l94l -7- j I fn.O.Cv I C A2?ET.- SB i 7 'L np.0 TER. .1 p ° " N��-� I I � • r I P-UNtK�S fLO C/!° oI I j I I is I i L " I L. J II_ 1' .-b mI-AN rOrWA9.r5 OEA it. PO CL.°i„ T GL= <II In I kO C ' I � - I —— IL-- ---- ------- -I - J I _I i • � I FILL FOIL ST�I' PLn.T rc pr,_'A I I � —U¢cc :-r..c__ I• i COIA PACT C Z_A'.IEL F li • i II � i it � •, • I i 11 I I j l Fo I 'Cu'r rt � I IuI I•r � �` I I _� \ StHI- 1 A'rS.N`r p.H�L2.,�N1NuL-•�_-- X..SH==HL13.'�' 4e lo� I ^\ I SL.N T.ttwC n n i p=n r.->a.= ' 1VtOoo.Furzrz NG(y lb" At R _E40. I I .._L_::PLY_Sllt3FLC--rz-- its — i aA f 2 43 al AM, I , N m c I N-1 ..!N I=LO O rL e c?LY SWa FVOOr-z _ r L to @ I(,,, 6Zc5 Ck f F i�v FS rL C- VL_ �iiI.II �ry j.'. .( 2 1_9 2s.6-P.S..St"a- stLL-FIu-� � I _ rrr ,r.r I � Fi2 � ac>cl 'orz.m.a' o.c�aat /(1.� I F a S rJc �P /Go 4'-0" � t=•-c I Is,_G... ASPN�L;QHlLp- � LA LU( Cc�/nr-:4 8 o' • 24 TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL rD 272 193. 030 GEOBASE ID 37625 ADDRESS 25 DAYBREAK LANE PHONE HYANNIS ZIP - LOT 89 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 48980 DESCRIPTION PERMIT TYPE BC00 'TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS:. Depart inent'of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 tNE CONSTRUCTION COSTS $.00 ti 756 CERTIFICATE OF OCCUPANCY I PRIVATE P.W � �'` * BAI;NSTABLE, • MASS. 1639. ED Mp►l BUILDING DIVISION BY DATE ISSUED 09/29/2000't EXPIRATION DATE D( artment of Health, Safety at.c! Environmental Services * sAiuvsT�B>�, MASS. ib39. A10� D MA'S D BUS".DING DIVISION �V THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY i AFt '«iEOF, F;FHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING;-.!00L. :T BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROV i HE i •'ITME T OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SU iDIVIS- 1LS1F+,TIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAI' =D ': N` WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FI•'A! f. - :.i.ON PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIF.-" E:`' .ii::i- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDIN SHA' X 3 ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION; B!� ',)E: 4.FINAL INSPECTION BEFORE OCCUPANCY.POST-THIS CARD SO IT IS VISIB _ ;. Y.,.��C.-. 0 MIA BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVAL; �. E XTRICAL INSPECTION APPROVALS s o 3 �t 1 HEATING INSPE�C N APP OVALS y ENGINEERING DEPARTMENT �paC,� /IviE41 S' A — 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL N01 PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID -F CON. INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. ., ,<.' t y n. }si ..r i { < _ b s,p a a s a`. e— t'ff5 r .y�•y`y*i n "' t. ,.aHS ��. r i. d,'#*r'J, ';ip4`f 1._ y5°-: "• +—_( %! h, .5- ey°S' `{ r,'fw'$' a GYX`4`t' a U ':'.,,i. ^' r 4d� .> n Tit i ''p 0 d}w fi '+.F''kt �:. 1 X ,.,`•, <f"e i b4 ,� j f tc' �' `^ .+c .yr4v f..�,;'$ ty, .7M1.lA,,T Got ' °+: i`°`a.�' o f t?xc" ss,, f f ,• * t " a W,`M� ��i` /•� '.,�, �'f wd-�7+'�v{'.�� 7" 4 cr^) k�,ti+" ''`T.Go S6 r,{»''Rif,`.;.d�'',t �^+°�„±",�'p s�:+i�*�•1'z "' � r re,! '4 7 `••v„.rtr4'iTe is.,.;{ ..ta, {r.`yY+ n',�,= ' r t•.. s..i:cw e. i.§�i' ',.K�t.1.,''s:v+i� '..�?` y r r i1t�.,a��. f Ft1 i�f 393 0 30. - (3e,''s3•jA*r ,,.t .) T!" Cr r+ ~•,� �' i. t..S«i,+tJ 1 .. 45105 b• 4 k' S/ S f aye .�4 ✓'X1. _ ./ t1•}:J.� .i����,1• �7 , -...1{.liJi1r Nia/�l.,, �A1 k-14.,s, tL4 (, if I �� , :part mehf of Health Safety s 1 .7 of{' f r C ^r T R',, 15' ,'"1�+�'�t= r "van c+' Environmental Services E,0 1 d Cf,M1 ?=„KI .1 f C. • : T STABLE , dui"-DING DIVISION t rr Y }r;a p .E( r�./' f V', ��d'ls1» F. .SQL�.f.r a..� 4.rt�: ��0�.:�. ��Si',a 3ii,� THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET"A OR AN(' AF F46F F4HER TEMPORARILY,OR`PERMANENTLY.EN' CROACHMENTS'ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDIN(-, _'-&UL T BE APPROVED BY THE`JURISDICTION:STREET 06 -ALLEY GRADES AS WELLAS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FRb!'J HE ATM „T,OF PUBLIC WORKS THE.ISSUANCE OFTHIS ' ,PIE R MIT]DOES'NOT RELEASE THE APPLICANT.FROM THE CONDITIONS OF ANY APPLICABLE SLiDIVIS tf�l F:;CTIONS.• 1 MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALCC.ONSTRUCTION WORK:. 'APPROVED PLANS MUST BE RETAI, Dw WHERE APPLICABLE SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD''KEPT POSTED UNTIL 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN;MADE.WHERE A'CERTIF F �r PERMITS .ARE','REQUIRED FOR ,, PANCY IS REQUIRED, SUCH BUILDIN BHA.,. ll S ELECTRICAL,PLUMBING ANDrMECH (READY TO LATH). ANICAL INSTALLATIONS 3,INSULATION. OCCUPIEDUNTIL'FINALINSPECTION �E' 4.ANALINSPECTION BEFORE OCCUPANCY , BUILDING)NSPECTION,APPROVALS PLUMBING INSPECTION APPROVAL` iE CTRICAL,INSPECTION APPROVALS Rl7V6' f ` yet,�'•:i -..,, ..., �l r"�. ' ,.�`^ d I "R ?F,u� "T `` �5:�#`,�1 kj.��.,�rP► Z,t -�.= 2 2. yw, 3 f,",k HEATING INSPEC N APP (OVALS °� t` ENGINEERING DEPARTMENT: �✓ .g , t6'BOA OF HEALTH / OTHER: SITEPLAN REVIEW APPROVAL WORK.SHALL NO •PROCEED UNTIL PERMIT WILL,BECOME:NULL'AND VOID F:C�JNr <INSPECTIONS;INDICATED,ON'•THIS 'THE INSPECTOR HAS APPROVED THE STRUdTION WORK'IS NOT,STARTED WITHW94- :CARD CAN f3E.ARRANGED FOR'BY VARIOUS'STAGES Or CONSTRUC- MONTHS OF,DATE THE PERMIT,ISASSUED4S TELEPHONE OR WRITTEN NOTIFICA f TION NOTED ABOVE { TION � { `t-!3rc�. i . fu.Y 'S 1.4.. 'Y.s`•4: .tl/ t:�,C 'Nrx BUILDING PERMIT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION a Map a7 Parcel R3, 03C1 �� Permit# Health Division��`! t� �s � / .. Date Issued Conservation Division —% /WWk'C_W6NZ4 Fee jqSIjO n Tax Collector . 1 I,�'4I1ST OBTAIN A sEw� OfNNECT Rg[T FROM Th.r^ Treasuref., . A .��. �� 0`0 �o�©O� _ = - B'NGINEE tONPE Planning°Dept: f ��IDMSION PRIOR Date Definitive Plan Approved by Planning Board — �, Sic . Historic-OKH Preservation/Hyannis 4 Project Street Address o�s � + C bv uJ Village OwnerCZIA„2l,CQP 4vn Address ( iL >��-C Telephone `7-21 V6kma 6&-ta Permit Request Square feet: 1 st floor: existing proposed 13 A 2nd floor:existing proposed 104 V Total new,�3Fd Estimated Project Cost4lyS 610 Zoning District )CC —1 Flood Plain Groundwater Overlay P Construction Type ka4�9_ Lot Size S, 3 k1 Grandfathered: W Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family .2/1" Two Family ❑ Multi-Family(#units) Age of Existing Structure Alt W Historic House: ❑Yes a o On Old King's Highway: ❑Yes R'No Basement Type: Wfull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) /3 1 1w Number of Baths: Full: existing new 0 Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new_ Z First Floor Room Count Heat Type and Fuel: ®'Gas ❑Oil ❑Electric ❑Other Central Air: es ❑No Fireplaces: Existing New / Existing wood/coal stove:,❑Yes YNo tis Detached garage: ❑existing ❑new size Pool:❑existing ❑new size . Barn:❑existing ❑new size Attached garage:❑existing C1k new size O `xX) Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ r � Commercial ❑Yes C1 No If es,site plan review# Current Use.. c Proposed.Use BUILDER INFORMATION Name / )nvt Telephone Number -7 7/— <U VU Address q License# Home Improvement Contractor#Worker's Compensation# C q C[d //ay ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE C ` DATE ti ,i 1 71 FOR OFFICIAL-USE ONLY PERMIT NO. " DATE ISSUED MAP[PARCEL NO. 41 � r -_, ,• 7, .: - . ,. -' - �' •..r ` .• r t. ADDRESS $ _ VILLAGE l _OWNER. �� �; - ' ` i . , i• r . ` « ,i„ AL DATE OF INSPECTIQN: -_ FOUNDATIbN ♦ "� FRAME ��• oZ) �Cj� f�S r INSULATION f,. FIREPLACE }; ; ELECTRICAL: ROUGH - FINAL PLUMBING: ROUGH FINAL GAS: ROiJ4GH'a"a FINAL - r cf FINAL BUILDING ► <, DATE CLOSED OUT ASSOCIATION PLAN NO. st • oFtHElp The Town ®f Barnstable 6AR E.ASS. - Department of Health.Safety and Environmental Services li MASS. 0 a i639' �0 pfF Mai Building Division 367 Main Street,Hyannis,MA 02601 a Y Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Lo Type of Inspection Location Permit Number I Owner h—d Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: PCs Vf� � ( r ►� Please call: 508-862-4038 for re-inspection. Inspected by Date -°FIHEr° The Town of Barnstable BAR LE.ASS. Department of Health Safety and Environmental Services 7 MASS. � ' i639' �0 PrFDMA�� Building Division - 367 Main Street,Hyannis,MA 02601 . Office: 508.862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection Location ^ 6449 Permit Number L 0 P Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: } Please call: 508-862-4038 for re-inspection. Inspected by Date ` �' o-0 N 0 X j Q Lj 61.59 LOT 89 8385J S.F. Q 0,19 ACRES Q �n CERTIFIED PLOT PLANI CERTIFY THAT THE FOUNDATION SHOWN ON THIS PLAN IS LOCATED ON THE FOR GROUND AS SHOWN HEREON AND THAT IT LOT 89 DAYBREAK LANE HYANNIS, MA. CONFORMS TO THE MINIMUM BUILDING SETBACK REQUIREMENTS OF THE TOWN OF BARNSTABLE. PREPARED FOR BAYSIDE BUILDING INC . • Ztt OF MqS SCALE: 1" = 30' DATE: APRIL 6,2000 TEVErJW. RUMBA `" �FESStONP�Q WELLER & ASSOCIATES 1645 FALMOUTH RD. - SUITE 4C CENTERVILLE, MA 02632 4- 1 -o c, (508) 775-0735 EST/MA TED PROJECT COST WORKSHEET `,. Value LIVING SPACE square feet X\$55/sq. foot 130, ?UU GARAGE (UNFINISHED) square feet X $25/sq foot= PORCH y square feet X $20/sq. foot = �� DECK Qo2 square feet X$15/sq. foot OTHER square feet X$??/sq. foot Total Estimated Project Cost y,• �y For Office Use Only Inc/usionary Affordable Housinq Fee residentialElCommercial** n C- Property Owners Name �t (s I G Project Location �� 14 L- - . o Iv L Project Value Permit Number "Existing Sq. Ft. **Proposed New Sq. Ft. Fee $ , 123 >> N Wz LOT 89 $ = 8 W �o 61.,59 rn J /Q/ c� Q PROPOSED PLOT PLAN FOR LOT 89 DAYBREAK LANE HYANNIS, NIA. �N OF ass PREPARED FOR N W m UM., v BAYSIDE BUILDING INC. �o�S%ZIQ �NU S Rv�� SCALE: 1" = 30' MARCH 14, 2000 Weller & Associates 1645 Falmouth Rd. —Suite.4C Centerville, Ma. 02632 (508) 775-0735 V" BOARD OF BUILDING REGULATIONS ` License: CONSTRUCTION SUPERVISOR 7A Number: CS 005645 Birthdate: 04/19/1956 Expires: 04/19/2002 Tr.no: 18679 Restricted To: 00 BRIAN T DACEY O 62 FERNBROOI<LN ( ��fTta� CENTERVILLE, MA 02632 Adminishalor 00-35,000 cf enclosed space (MGL C.112 S.60L) 1A-Masonry only I-1 &2 Family Itomes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license., DIG SAFE CALL CENTER: (888)344-7233 1. • tf-61�_ _ F COMMON1VEA I OF NLASSACHUSETTS -- �`% `= DEI'AIC"MEEN'T OF INDUSTRIAL ACCIDENTS 600 WASHINGTON STREET ames Cam=el: BOSTON, IyL SSACHUSMS 02111 �or-:-�:ss�cne• W0fUMRS' COhfPENSATIONINSURANCEAFFIDAVIT (licensee/perrnirtcc) will, a principal place of business/residence ac (CirylSrstCrLip) do hcrcl)y certify, under tic pains and penalties of perjury, char. 1912m an employer providing dic following workers' cornpcnsa:ion coverage for my employees woildng oil tlll'_ job. Insurance Company Policy Nunibcr [ ] 1 am a solc proprictor and havc no one working For rnc. [ ] 1 am a sole proprictor, general contractor or horncowncr (circic onc) and have hired the contactors listed who have the following workers' compensation insurance polio � Y.5 l�� i� vIC �i�G /�c-i�- _S�•�" •�7T�Cf��'� S f�,���-S Narnc of Contnaor Insu"ncc Company/Policy Nurnbc Marne of Contractor 111SUranCc Company/Policy Nurnbc- Namc of Contactor lnsurncc Company/Policy Nurnbc: I am a homcownc. performing all the work myself. NOTE Pleise 6c aware that while homeowners who ernploypersons to do maintenzoce,construction or repair work on : dwe•.ling of not more than three units in which the homeowner also resides or on the rounds a urtrnznt thereto arc of e e Ai B PP ❑ g ❑ r . considered to be employe. s under the Workers' � ..rken� Com pensation ensau n Act GL C 1 _ sect_ 1 application b w p I 5 (5)), pp y a homeowner for a Irce..sc or permit may e-,ideoce the legal status of an employer under the Workers'Compensation AcL 1 u;tde:-stZ_-tct that a copy of this :iaremcnt will 6e forwarded to the De.par-.c-.:of lndusttial Accidents' OGlce of lnsu:ancc for cover:- ver.ric:;ion.and th:t failure to secure coverage as required under Scction 25A of.MGL 152 can lead to the imposition of cirninal per.i ics eonsisang of a fine of up to Sl 500.00 and/or imprisonment of up to one yc:L--td civil penalues in the form of a Stop Work Order a^.0 : fin,c of 5100.00 a d:y against mc. Signcd this day of , 19 13,,E/J AI Lice lscc`Pcrrnittcc Licc.lsor/I'criniuor i SUBCONTRACTOR' S INSURANCE BAYSIDE BUILDINNG: (L) ZURICH - SCPM31195788 (W) NORTHERN INS N.Y. - TC1 91911041 ENGINEEER: BAXTER & NYE ENG: (L) KEMPER - 7CQ27676000 (W) EVANSTON INS - AE802232 WELLER & ASSOC: (L) NAT' L GRANGE MUT. - MSP45246 LAND CLEARING: PETER GOVONI : (L) CNA INS CO C179997230 (W) CNA INS CO - WC179997244 EXCAVATION & SEPTIC: ROBERT J.' OUR (L) U S F & G - 1MP30109550901 (W) U S F & G - 771521695 NORTHERN SEALCOAT (L) TRAVELERS - 660364K8342 (W) LIBERTY MUTUAL - 312446298044 FOUNDATION: GARDNER CONCRETE FORMS : (L) ST. PAUL - BFS00000169269 (W) ST. PAUL - 7717171998 WELLS: DENNIS SCANNELL (L) TRAVELERS 660873E5627COF92 (W) WAUSAU - 151300062926 CELLAR/GARAGE FLOORS : MASON WORKS : - (L) TRAVELERS - 1680204Y4465TCT FRAMERS : ROBERT DORRER: (L) TRAVELERS - 680526K991A (W) ST. PAUL FIRE & MARINE INS CO. - 6S16UB-510X322-3-99 MIKE DUFFLEY: (L) COMMERCIAL UNION - NBF821356 (W) LIBERTY MUTUAL - WC1312492127024 DAVID HILL: (L) ' COMMERCIAL UNION - NBF821356 (W) LIBERTY MUTUAL - WC1312492127024. MASON: SHERMAN, WAYNE: (L) COMMERCE INS CO - N60689 (W) WAUSAU INS - TO BE ASSIGNED FERNANDES WAYNE : (L) HINGHAM MUTUAL - ART9800896 DANNY TORTORA: . (L) ZURICH SCP 31874051 (W) WAUSAU INS - TO BE ASSIGNED GAS PIPING: BAYSTATE PIPIMG: (L) CRUM & FORSTER - 5031766863 (W) CRUM & FORSTER - 4086081999 ELECTRICIAN: CHAVES ELECTRIC: (L) MISC. INS . - ZDN5245913 (W) MISCELLANEOUS INS CO. - WCP0006299 AMES ELECTRIC: (L) NORTHERN INS . - NBF418165 (W) AMERICAN EMPLOYERS- QBH2O8297 BAYSIDE ELECTRIC : (L) ST PAUL INS . - BFS00000400422 (W) EASTERN CASUALTY - WC98695063 PLUMB & HEAT: WHITELY PLUMBING: (L) TRAVELERS - 660365K1782COF9 (W) EASTERN CASUALTY - POLICY IN MAIL ALARM SYSTEM: BALTIC SECURITY: (L) HANOVER INS - PAC105393 (W) WORKERS RISK - WCS-80414040 INTERCITY ALARM: (L) FIRST FINANCIAL - FF0131 G400831 (W) COMMERCIAL UNION - CB0743379 CENTRAL VAC: VACUUM HOUSE : MERRIMACK MUTUAL - SBP1608045 INSULATION: MAP INSULATION: (L) AMER.ICAN STATES 02CC326435-3 (W) U S F & G - 7711099932 SHEETROCK: MEL REED: (L) WORCESTER INS - CB817530 (W) COMMERCIAL UNION - CBH557387 INTERIOR TRIM: DAVID' S REMODELING: (L) CGU - NBFB40738 M & R CARPENTRY • (L) MARYLAND INS . GRP- SCP30235965 (W) CIGNA PROP & CAS . - C80049997 K FITZPARRICK: (L) MARYLAND INS . GRP- SCP30235965 II (W) CIGNA PROP & CAS. - . C80049997 OAK INSTALLER: ROBERT BURDEN: (L) COMMERCIAL UNION NBF824090 (W) LEGION INS . - WC30024039 PAINTING: CAMPBELL PAINTING: (L) TRAVELERS - 1680251K4083COF (W) ASSOC INDUSTRIES OF MA. MUTUAL - AWC 7000126-01-99 GARAGE DOORS : _ ALL CAPE GARAGE DOOR: (L) U S F & G BFS000000348188 (W) TRAVELERS INS CO - 1810336H8138T1A99 I STORMS & GUTTERS : ALUMINUM PRODUCTS : (L) CNA INSURANCE - 1074079839 (W) CNA INSURANCE - WCC174080411 OAK FINISHER: AMERICAN FLOORS : (W) EASTERN CASUALTY - WCV3001745 CARPET, VINYL & TILE : CARPET BARN: (L) TRAVELERS - 1680625Y1691TILOOS (W) MA. RETAIL MERCHANTS - 8100-06 TILE INSTALLER: TONY AVERINOS : (L) ASSURRANCE CO. - CFP26528977 (W) HARTFORD FIRE - 77WZCY2409 WIRE SHELVING: CAPE COD CLOSETS : (L) ARBELLA - NBF8410782 (W) TRAVELERS - 7PJUB-521X529-4-99 APPLIANCES : KITCHEN APPL MART: (L) FIREMENS FUND - AZC80453098 (W) HARTFORD INS CO - 77WZNB1603 MIRRORS & SHOWER DOORS : L & M GLASS: (L) COMMERCIAL UNION - CBR409003 (W) U S F & G - 0071439933 LANDSCAPE & SPRINKLER: COY' S BROOK: (L) TRAVELERS - 6880937DO453 (W) RENNAISSANCE INS - TBD DRIVEWAYS : NORTHERN SEALCOAT: (L) MARYLAND CASUALTY- EPA18716945 (W) THE PHOENIX - UB387K530 SUSPENDED CEILINGS : ATC CEILINGS : (L) TRUST INS CO - TMP1005666 (W) SAVERS PROPERTY - WC0000873 RUBBER ROOFS : CAZEAULT CO. (L) AMERICAN EQUITY ACC 060106R-1 SIDEWALLER: STEPHEN CRESSWELL: (L) MARYLAND INS - SCP29031342 I , I I MAScheck COMPLIANCE REPORT Massachusetts Energy Code I Permit # MAScheck Software Version 2.01 I I Checked by/Date I I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 3-23-2000 DATE OF PLANS: 3/23/00 TITLE: LOT 89 DAYBREAK LANE, HYANNIS PROJECT INFORMATION: COBBLESTONE LANDING II COMPANY INFORMATION: BAYSIDE BUILDING, INC. COMPLIANCE: PASSES Required UA = 459 Your Home = 369 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1306 30.0 0.0 46 WALLS: Wood Frame, 24" O.C. 2586 19.0 0.0 151 GLAZING: Windows or Doors 2,86 0.350 100 GLAZING: Skylights 40 0.400 16 DOORS 38 0.350 13 FLOORS: Over Unconditioned Space 1306 30.0 0.0 42 ------------------------------------------------------------------------------- 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 requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date f MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 LOT 89 DAYBREAK LANE, HYANNIS DATE: 3-23-2000 Bldg. 1 Dept. Use CEILINGS: [ ] 1. R-30 Comments/Location WALLS: [ J 1. Wood Frame, 24" O.C., R-19 Comments/Location WINDOWS AND GLASS DOORS: [ I 1. U-value: 0.35 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? ( ] Yes [ ] No Comments/Location SKYLIGHTS: [ ] 1. U-value: 0.4 For skylights without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: [ ) 1. U-value: 0.35 Comments/Location FLOORS: [ ] ( 1. Over Unconditioned Space, R-30 Comments/Location AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building. envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ l Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly. marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts shall be insulated per Table J4.4.7.1. DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 1250 of the design load as specified in Sections 780CMR 1310 and J4.4. [ ] SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. [ ] HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.) : PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 [ ] CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.) : PIPE SIZES (in.) NON-CIRCULATING CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 1.0 1.5 ''2.0 140-160 0.5 I 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only)------------------------- i i 1 j ��y �,►S�. NEw — ' AZ I�. �w v G ollI --t r] uj L— eic I g T. f!-c.-L� y�'— ►`_ �A R- t, �R 7`r v Al - c c-E�Y =i�-C� " �g o - G ..11 [ E Y ' . S a�( 77Y- 8 7Sc2 SCALE: -O.� APPROVED BY: DRAWN BY �/rf DATE: - (� IO REVISED -- __-_ DRAWING NUMBER P,4E Ta Vf L) J JG NEW. H15 4A 5Ys-reM aJ. 0WiJsf2. G. 1&NT. AD W ITFf A.C . GLIENTf a _E>CrST, .13LJ V 0t7-E t,�T G t �- - lu Ex. sT. p ENL}IRGS POP, q 5►t A I �9 r CG E + f!-E A r y v Fortc E P..,NoT At2 TLV/ _► r4 P-T ax I o L-ev 6�rZ 0 �IRik - 1_A- �ll /v Ew �r' w o 3 r _ U �D�7" ,� �' f}N1N!0�1 f� tl E►.v O Mh''T�� a � � �' � v0 � � j Zr- SkIt t6/8"t. OrE:"O S93/y ;� �- 3 o axto .fox Q x /►�P yx,� P_T, PayTf ?/ X, h ftTP .. 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