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0015 LAUREL ROAD
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I I - , ,-:.��,--_�l�,"�,r,I , , ,,, - �'_ L�_��.-,�,__I"iv � ` ,- --,- -, ,_.�_,__.,,-,;A_��:,_�,___-t;,�_, , ", , __ I � ,�,-�_�,-",�, ,���,�'��-".,4��,'�,,�--,,,�,!,,',��,�'I 1-_4� .1 , t I . , I � , :; �, , , I- .__ ',�,____ - - : � - " �: _::'11�_"11'__1_I 1_1 I " Al %� f ��Q0q,t, �L-_�,� , l. _�_ -.-- � -- ,_�_� - � � , .''� __� - , , - il -,_,__��__, , __ � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. b Map 7n _ Parcel ® w , Applicatio'n # .1:66eo: 3T y a Health•Divisior� Date Issued Conservation Division Application Fee : 63 Planning Dept. �` ,_ w : Permit Fee Date Definitive Plan,Approved by Planning Board Historic - OKH Preservation/Hyannis - Project Sttrre�et!Address /l 4.41-Ire !Ug Village c�� �9�G!/`!//G�� Owner/ti6 'e 1'jr_J,_ h��4f-lUe®l Address.4Z6fis9`0 Pj, Telephone ��� 1 Z 77, 7 92o Permit Request v G 0 / S cav,49y,90 Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District ,f Flood Plain Groundwater Overlay Project Valuation 0 O Construction T 1 o e Yp c L Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# uni ts) Age of Existing Structure - Historic House: ❑Yes )XAlo On Old King's Highway: ❑Yes 6qo r Basement Type: A Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) �-' Basement Unfinished Area (sq.ft) /000 Number of Baths: Full: existing z new Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): existing CO new `-First Floor Room Count Heat Type and Fuel: ❑ Gas gOil ❑ Electric ❑ Other Central Air: ❑Yes ,Z�No Fireplaces: Existing New Existing wood/coal stove: ❑Yes%A�No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garageX. existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: FFF555 � �� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# L _Current Use Proposed Use APPLICANT INFORMATION /7 (BUILDER OR HOMEOWNER) Name /�/try l _� �.e� Telephone Number g C o - tz - s a Address C� Cc, — License.#_ (43 0 e1 A C7 b� Home Improvement Contractor# //6 .32-� Worker's Compensation # 6SS_7 066 R64)(7TL6a' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO _)o0 Ul"IP S E SIGNATURE DATE_ FOR OFFICIAL USE ONLY a APPLICATION# DATE ISSUED ;J( MAP/PARCEL N0. ' ,1 a .. ref• ,�� ' ADDRESS VILLAGE ,1 OWNER s DATE OF INSPECTION: FOUNDATION t FRAME 7�3o as INSULATION 0 ? o oS FIREPLACE ' ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL ` FINAL BUILDING DATE CLOSED OUT • ASSOCIATION PLAN NO. ti � r r a ^ a y \ f � �R XK im Number 3 1 ;. 94,0 s S i. _ >,... p". 65 9 � R. •k py e t3 }wr� iyfS t i .�,f c vviivrRfviLCUG'!L/.UL 6f✓r't"'ZC1wj'ff - Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: A J ;f Exp�rafion One Ashburton Place Rm 1301'alI a at' S 720/2008 10 =Type: DBA Boston,Ma.02108 CAPRA HOME IMPROVEMENTS FRANK CAPRA 7 40 COPPER LANE CENTERVILLE,MA 02632 Town of Barnstable: `�F '[HE�� ��k��� '4 ' OF y Regulatory Services Z�QBJUN-2 4 MASS. Thomas F. Geiler,Director 4'AIED;A+a, Building Division �"'�---.., Tom Perry, Building Commissioner ` 200 Main Street, Hyannis,MA 02601 www.town.ba rnsta bl e.ma.0 s . Office: 508-862-4038 Fax: 50B-790-6230 Property Owner Must Complete and Sign This Section If Using A]wilder 7, ) no4aALl '! ; as Owner of the subject property hereby authorize n Kto act on my behalf, iu all matters relative to.work authorized by this building permit application for: . , �o (Address of Job) Signature of Owner Date ,Ti ram. w,�./,� ,. . • , � . ` Print Name QTORMS:OWNERPEWIS S ION f V®AC CMAWORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY TYPE AR INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (6S59UB-861 X751 -6-08) RENEWAL OF (6S59UB-861X751-6-07) INSURER: CONTINENTAL CASUALTY COMPANY NCCI CO CODE: 80381 1. INSURED: ..PRODUCER: CAPRA, FRANK G. FLAGSHIP INSURANCE INC 'DBA CAPRA HOME IMPROVEMENTS 414 COUNTY ST PO BOX 664 NEW. BEDFORD MA 02740 WEST HYANNISPORT MA 02672 Insured is AN INDIVIDUAL Other work places and identification numbers are shown in the schedules) attached. 2. The policy period is from 03-22-08 to 03-22-09 12:01 A.M. at the insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation Law of the state(s) listed here: MA R 1� m B. EMPLOYERS LIABILITY INSURANCE: Part.Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: C= Bodily Injury by Accident: $ 1000000 Each Accident Bodily Injury by Disease: $ 1000000 Policy Limit o� Bodily Injury by Disease: $. 1000000 Each Employee ao C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06A D. This policy includes these endorsements and schedules: a� SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE o® 4. The premium for this policy will be determined by our Manuals of Rules,Classifications, Rates and Rating u�. Plans. All required information is subject to verification and change by audit to be made ANNUALLY. 0 DATE OF ISSUE: 03-24-08� TB ST ASSIGN: MA OFFICE: CNA 04J PRODUCER: FLAGSHIP INSURANCE INC 266HG 007838 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A.vplicant Information / Please Print Legibly Name(Business/Orkmdzationandividua):�_�� �/ �7 �i� E !' ak (i 1,18/ Z&!l%/y -S ' Adclress:� X6 City/State/Zip: WOO`m Phone.#: 1Y-0'- Are you an employer? Check the appropriate box: Type of project(required): 1.[Z I am a employer with —� 4. ❑ I am a general contractor and I 6. ❑New construction . employees(full and/or part.time).* have hired the sub-contractors . 2.❑ I am a•sole proprietor or partner- listed.on the attached sheet 7. ❑Remodeling ship and have no employees 'These sub-contractors have 9. M Demolition mar for me in an capacity. employees and have workers' Y P ty. 9. ❑Building addition [No workers' comp.-insurance, comp.msurrance t required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions . 3.❑ I am a homeowner doing all work officers have exercised their l l.❑Plumbing repairs or additions myself[No workers' comp. right of exemption per MGL 12.[]Roof repairs insurance LequireA]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 fib out the section below showing their workers'compensation policy information t Homeowners who submit this affidavit indicating they are doing aII work and then hire outside contractors must submit anew of davit indicating such. ICantractors that check this box must attached an additional street showing the name of the subcontractors and state wbether or not those entities have employees. If the subcontractors have employees,they must pravidb their workers'comrp.policy number. lam 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.#: L ! S-�I U 6 O L I,X �6:i 6 0,�- Expiration Date: :` Job Site Address: I Jr I tq U g City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to socure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penaltirn 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 e covers a verification. - I do hereby certify u e sand penalties of perjury that the information provided above is true and correct Si e: Date: `"� /✓ Phone 7,7�r �i; r✓ 0:. Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and. Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees: Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hue, 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 representative's 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,i.f necessary,supply sub-contractors)name(s),address(es)and phone numbers) 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 drat the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-inenrwnr,e 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 time applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number. The Commonwealth of Massachusetts Df<parl'tnent of Industrial Accidents Office of Investigatims 600 Washington Sheet - Boston,MA 02111 Tel. #617-727-4900 ext 4-06 or 1-977-MASSAFE Fax# 617-727-770 Revised 11-22-06 www.mass.gov/dia r ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACH D RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: Site Address: P,lnr Town: Applicant Phone: ®��• Applicant Signature: Date of Application: C� NEW CONSTRUCTION: choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM I MINIMUM Ceiling or❑ Slab_Option 1: Basement Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value AFUE HSPF SI L.R R-Value R-Value and Depth National Appliance Energy 3 5 R-3 8 R-19 R-19 R-10 R-10, Conservation Act(NAECA)of 4 ft. 1987 as amended,minimums or greater ns a licable Note: This form is not required if you choose either of the two versions of REScheck as.Fisted 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://www.cnerg c�odes. ov/rescheeld r'AADpITION5=01i.,.,LTERA.TIONS'TO'::EXISTING..BUILp_NGS:OVE1t 5.YEARS OLD!glazing *Buildings under 5 years old must use option#1 or 42 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) 3 6-4-7 100 x = _ , % (b) Glazing area equals. SF 7— b a v� If lazing is :40%o use.the chart below. If..glaziri is>:40.% proceed to "SLTNROOM"section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Wall Floor Basement Wall Slab Perimeter Fenestration Exposed floors R-Value U-factor R-Value R-Value R-value R-Value - and Depth .39 R-37 a R-13 R-19 R-10 R-10, 4 feet a 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 walls, and including any access openings).- SUNROOM—An addition or alteration to an existing building/dwelling unit where the total ❑ glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition, Note:. Owner to fill out Consumer Information Form (found in Appendix 120.P A 6f,C Guide to Wood Corrstructiou in High Wind Ai•eas: 110 inph TVind Zone Massachusetts Checklist for Compliance (780 CNIR 5301.2.1.1)1 Loadbearing Wall Connections - Lateral(no.of 16d common nails)................................(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)....................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................._ft_in.-< 11' Sill Plate Spans ..........:.............................................(Table 9).................................._ft_in.5 11' Full Height Studs (no. of studs)....................................(Table 9)................................................,...... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................._ft_in.<- 12' Sill Plate Spans...........................................................(Table 9).................................._ft_in.5 12" Full Height Studs(no.of studs)....................................(Table 9)....................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest Opening2 ..............................................................................._5 g.8„ SheathingType..............................................(note 4)....:................................................ Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 10)................................................. in. Shear Connection (no. of 16d common nails)(Table 10)......................................................._ Percent Full-Height Sheathing...................:...(Table 10)...................................................._% 5%Additional Sheathing for Will with Opening>6V(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Opening Z...............................................................................<-6'8" SheathingType..............................................(note 4)..................................................... Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. Field Nail Spacing.......................................:..(Table 11)................................................. in. Shear Connection(no. of 16d common nails)(Table 11).......................................................— Percent Full-Height Sheathing.......................(Table 11).......:.............I..............................._% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Wall Cladding Ratedfor Wind Speed?.............................................................. ............................................................... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS.Website) Roof Overhang ...................................................(Figure 19) ............._ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)......a................ - Lateral.............................................(Table 12).............................................L= plf Shear...............................................(Table 12)............................................S= plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf Gable Rake Outlooker..........................................(Figure 20 _ft 5 smaller of 2' or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. Lateral(no. of 16d common nails)...(Table 14).......................................L= . lb. Roof Sheathing Type................:..................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness.....................................:..................................................._in. >-7/16"WSP Roof Sheathing Fastening............................................(Table 2).......................................................... Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. i `oF1HE. ti Town of Barnstable BARNSTABLE. 'Regulatory.Services - _ 039• Lei Building.Division plED MP'�a, 200 Main Street,Hyannis; MA 02601 Office: /508-862-4038: Fax: 508-790-6230 Inspection Correction Notice u Type of Inspection " Location 15 L"w-C-1 X14• Permit Number i Owner Builder j One notice to remain on job site,one notice on file in Building Department. The following items need correcting: 14R J-e r d V C Y S 0G V1 i vt C C'n`i`L i- �j(Ci r Al Wall J 1 ` I , orS�S YAc.hes �jccE2cl � ,w, f'T 1-6 CI I r 5 V`f CA k t `ta —} c r 54 1� 100 r �y� T ~: 7�36 1-10 3 1l Please call: 508`r 8t62-403.8-for re-inspection. Inspected by /�---- Date toJi7lD u � rTl Q Lo U W W � _ Nil, Q o 0 Ell EOL CA 3 DININGKITCHEN O LAUNDRY, W W GARAGE \ O ❑ �� BATH ®4 IN _ cl DE' t k g ------- A W Q E O J J q J (L wLU a LU _Z [C1 J LU 1 < AS-BUILT FIRST FLOOR PLAN SCALE: 1/4" . 1'-0" f 1 ti SHEET 2 OF 3 1 ; f ABl JOB: 05M DRAWN BY: KW DATE: 5/1/08 Z LV L O W W W cl O co j 0 BASEMENT Ca Z UP w Q I� J QLU Z � U cn AS—HU I LT HASEMENT SCALE: 1/4" V-0" SHEET 3 OF 3 Ell JOB: 0503 DRAWN BY: KN DATE: 5/1/05 -� W a - W CA W c cil s � vw � 3 = 3 (� co o- BEDROOM # BEDROOM A Q Z A a W Q tt (L 4 -z [fl AS-BUILT SECOND FLOOR SCALE: 114" m V-0" SHEET 3 OF 3 JOB: 0803 DRAWN BY: KW DATE: 5/1/08 of W 14'_On W W C co ' REMONE=Bi EXISTING 6 '/ DINING WALL I i KITGNEN AUN �q GARAGE o W O co o- ❑ ME BAT-14 ®: LIVING cil a DEN 6 i Z 14'-1 1/4" 14'-3 1/4" Q LU wu _ - -- -- — (1! W o a J LL U � 38'-0" 6'—b° 14i—on Lo (� 59'_6n IL FIRST FLOOR PLAN SCALE: 1/4" m V-0" SHEET 1 OF 3 JOB: 0803 DRAWN$Y: KW DATE: 5/I/08