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0430 HUCKINS NECK ROAD
�. r. 4 � �, ... :' a .. ..' �.� i, r i`� «* a 1;: �e _ t .. o � ., ..._ _.. �,.a: �:,.. . . ._. Ip ," e ,. I� - ,. - _ r t � P i. - _ _ - ` .. �b . _ � k o - � � � � t � � _ .. �Iq _ .. i 6!D � � �, / - o .. i t ... �. �x .. "ir '` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3 3 Parcel 0"Y30 � PP lication Health Division Date Issued Conservation Division !�F? ,q:011 Application FYI S v Planning Dept. Permit Fee � (_n3 •� Date Definitive Plan Approved by Planning Board 111310 Historic - OKH Preservation/Hyannis Project Street Address Acz&wr l e Village 3a"w u e. Owner Xi 2Cl'� t N/�/S/IAi(A d o2c Address S ,CJ /'1 arW C/' Telephone 0' -A 31 - 7a 0 COS- 2 9 5/7Ar -3 ���� o� 07 Permit Request Od / t�/'PII� A ddP Q SPCO�o' e � � �'• � � CK /�/�/� G��rt OV� C�6�7'iC G Square feet: 1 st floor: existing proposed 2nd floor: existing proposed At// Total new /d,3 Zoning District %?D-/ Flood Plain Groundwater Overlay Project Valuation /,3D.d0�1 � , Construction Type a o P Lot Size' 3 5,�o 0 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ;f Two Family ❑ Multi-Family (# units) Age of Existing Structure o 'e- v Historic House: ❑Yes XNo On Old King'�H ghway:0 Ye No dalogutsfe""Ll Basement Type: ❑ Full Crawl Other N Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing d nevF 9 a Number of Bedrooms: existing new -TE2r4L m v Total Room Count (not including baths): existing �� new7 First Floor Room Count Heat Type and Fuel: X Gas . ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes No Fireplaces: Existing New / Existing wood/coal stove: ❑Yes No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: Xexisting Anew size _Shed:%f existing ❑ new size— Other: a�xa` �oX�z 1C /a XiZ 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 gel / 10 �Z Telephone Number 9®� a/ 7 '7 V 73 Address /tie License# s! -A in, �(4r-s J 6 &&-C) Home Improvement Contractor# CJ,' C �'I c1 s �� Worker's Compensation # 2DEBRIS rALL CONSTRUCTION ESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR e.- DATE J FOR.OFFICIAL USE ONLY APPLICATION# ' f DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER - DATE OF INSPECTION: FOUNDATION AEG-• 4 _ r FRAME (1)lt6it tl INSULATION Oki) 1011 - FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL" GAS: ROUGH FINAL FINAL BUILDING Id 13I1 DATE CLOSED OUT ' ASSOCIATION PLAN NO. __ The Corntnonwealth of Afassachtlsetts .Deparitnent of industrial Accidents r Office Of Investigations' 600 Glashington Street Boston, MA 02111 �, ,� �°y• wwlv.mass.gov/din Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumberg Applicant Information Please Print Le gib Name (Business/Organ ization/Individual):� 1QC�` D�Zc Address:_' 3 ity/S tat e/Zip: �[°N/�/U//I /�� 0 2�. hone.#: L?O c �7' 5F�73 Are you an employer? Check the appropriate box: Type of project(required): 1.❑ 1 am a employer with 4, y(�[ 1 a a general contractor and I 6. El New construction employees (fir.11 and/or part-titn.e).* T`` have hired the sltb-contractors listed on the-attached sheet. T. M Remodeling 2.0 I am a soleproprietor or'parfber-' These sub-contractors have S..Q Demolition ship and have no employees working for me in any capacity. employees and have workers' 9 Building addition comp. insurance. [No worker's 1.comp.•insurance 10.[]Electrical repairs or additions required] 5. [] We are a corporation and its 3.❑ I am a homeowner doing all work officers have exercised their I I.El Plumbing repairs or additions right bf exemption per MGL 12.[(Roof repairs myself. [No workers' comp. insurance required.] t c, 152, §1(4), and we have no 13.❑ Other employees. [No workers' cbmp.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 providb their workers'comp.policy number. Iam an employer that is providing workers' compensation insurance for my employees. Below is the policy andjob site 11wo-rmation. •—��ance Company Name: . Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of crimiri4I penalties of a fine tip to$1,500.00 andlor one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine. // at a copy of this statement maybe forwarded to the Office of of up to$250.00 a day against the violator. Be advised th /lnvesti ations of the DIA for insurance coverage verification. p 1 do hereby certify `ode he pain nd realties of perjury that the information provided above is true and correct. Date: /a V _ Si afore: n / Phone#: i 5 3 FE71 only. Do not write in this area, to be completed by city or town official : Perrrutj cense # ority(circle one): ealth '2.Building Department 3. City/Town Clerk 4.ElectricaI Inspector 5, Plumbing Inspector Information and I.nstructions 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 fiustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling houso having not more than three apartments and who resides therein, or the occupant of the er who employs persons to do maintenance, construction or repair work on such dwelling house dwelling house of anoth or on the grounds or building appurtenant thereto shall not because of such emplo}rrrent 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." "Neither the commonwealth nor any of its political subdivisions shall Additionally,MGL chapter 152, §25C(7) states . enter into any contract for,the performance of public work until.acceptable evidence of compliance rs ith 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-contiactor(s)namc(s),-addresses)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 d to carry workers' compensation.insurance. If an LLC or LLP does have members or partners,are not require employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or 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 Departeat has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit(l.icense number which will be used as a reference number. In addition, an applicant. that must submit multiple permiWicense applications in any given year, need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicarit 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 homeowner or citizen is obtaining a license or permit not related Eo any business or commercial venture (i.e. a dog license or permit to btirn leaves etc.)said persoa 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. Tlio Commonwealth of Massachusetts Department of Industrial Accidents Office of Irxvestigations 600 Washington Street Boston, MA 02111 Tet. # 617-727-490.0 ext 406 or 1-877-MASSA-FE Fax# '617-727-7749 Revised 11-22-06 www.mass.gov/dia -e ]E, ERG'Y CONSERVATION APPLICATION F'OR11'.0 FOR ENERGY EFFICICIENCY FOR Sit ONE,, A-ND TWO-FAMILY DETA.CaED RESIDENTIAL CONSTRUCTION (7ao/c1Yt1?gql.00) � /' e Address: /TU�r �'S Applicant Name: j Uc K ��o 2 3D prim 7 Town: �/i0/t//C/a///1- Applicant Phone: Applicant Signature: Date of Application: NEW CONSTRU ION: choose QN of the followin two'() tions 780 C71!CR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAIYxM Y BUMDINGS M MINIMUM MAXMU Ceiling or Slab Basement Q Option 1: Fenestration exposed Wall Floor Wall Perimeter A-FUE HSPF U-factor floors R Value R-Value R-Value R Value R=Value and De th National Appliancc-ar R-10, - Conscrvalion Act(NAP .3S R-3 8 R-19 R'-19 R-10 4 f . 1987 as amcndod,minir cattr as applicabIr 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—Wtb which can be accessed at ht pp'.Hww ent,-rgycodcs.gov/rrscht-,r-k/ ADI Xx O1VS;OR A z�T-+R-A t614S.TQ E,,aST)j4G�YJ7Z]�XNGS.O�R 5 SEARS OX.p *puildings under S years old must use option#1 or 42 in New Construction section above. Complete the following formula to determine the %o of glazing: (a) Gross Udall & Ceiling Azea equals Formula: (100 x b= a) SF 100 x V _ y =' _ % of glazing b a (b) Glazing area equals SF )f glazing is<d0%.use the chart belpw. If lazing is } 40 % rgce;q:d to "SUNROOM" section 780 CYIR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COW ONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE R.ESIDENTXA.L BUILDINGS MAXIMUM ' MINSMI TM Ceilin and t all Slab Perir ❑�/ Fenestration g Wall :7R loor Basemen W R-Vah Exposed floors --Value value R-Value and De U factor R-Value 39 R=37 a R-13 R-19 R-10 R-10, 4 . 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 com ressed over exterior walls, and including an access o enin 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 tl addition. Note: Owner to fill out Consumer Information.Form found in A endix,120.P i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' d ® ®o Engineering & Design Co., Inc. Rooze Residence Project No.2009-244 430 Huckins Neck Road 9/8/09 Centerville,NIA (Addition&Renovations) Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. .................................................110 mph Q WindExposure Category.................................................................. .............................................................C Q 1.2 APPLICABILITY Number of Stones(a roof which exceeds 8 in 12 slope shall be considered a story)....... 2 stories 5 2 stories Q RoofPitch ..........................................................................(Fig 2) ............................................. 7:12 512:12 Q MeanRoof Height ..............................................................(Fig 2)...................................................24 ft 5 33' Q Building Width,W...............................................................(Fig 3)................................................. 36 ft 5 80' Q BuildingLength, L ..............................................................(Fig 3).................................................. 50 ft 5 80, Q Building Aspect Ratio(L/W) ...............................................(Fig 4)..................................................1.4:1 5 3:1 Q Nominal Height of Tallest Opening2 ...................................(Fig 4).......................... (Engineered)...9'0">6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing*connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............................................................................................................................... Q 2.2 ANCHORAGE TO FOUNDATION1'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4)...................................................... 36 in. Q Bolt Spacing from end/joint of plate ............................(Fig 5)...........................................12 in.5 6"—12" Q Bolt Embedment-concrete.........................................(Fig 5).....................................................7 in.z 7" Q Plate Washer...............................................................(Fig 5).........................3"x 3"x%4" z 3"x 3"x'/4" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimenlion...................................(Fig 6)......................................................8 ft:5 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Q Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................Engineered Q Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)............................................1ft Allowed 5 d Q Floor Bracing at Endwalls...................................................(Fig 9).................................(First 2 Bays 4ft O.C.) Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)...................T&G WSP Q Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55).........../...............%"in. Q 8d nails at 6 in edge/12 in field Floor Sheathing Fastening.................................................(Table 2)............. Q y� AWC Guide to Wood Construction in High Wind Areas: 110 inph Wind Zone Massachusetts Checklist for Compliance(780 CNm 5301.2.1.1)1 A. AEngineeringL� & Design Co., Inc, 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)......................8 ft.6 in. 510' Q Non-Loadbearing walls.............................................:..(Fig 10 and Table 5)....................13 ft.0 in. 5 20, Q Wall Stud Spacing ........................................................(Fig 10 and Table 5)........;............16 in.5 24"o.c. Q Wall Story Offsets .........................................................(Figs 7&8).....................................1ft or less 5 d Q 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5).........................................2x4—8 ft 2 in. Q Non-Loadbearing walls................................................(Table 5)........................ ..............2x4-12ft8 in. Q Gable End Wall Bracing 1 FullHeight Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length................................................(Fig 11).................................Full Attic Floor zW/3 Q Gypsum Ceiling Length(if WSP not used)...........................(Fig 11).................................Full Ceiling ft a 0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ... (Fig 11)............................................................ Q or.1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................6 ft Q Splice Connection(no.of 16d common nails)..............(Table 6)............................................................10 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7).............................................2 Per Stud Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)..............................I.................2 Per Stud Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)......................................... 9ft Oin.511' Q SillPlate Spans ........................................................(Table 9).......................................... 7ft Oin.511' Q Full Height Studs(no.of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)......................................... 9ft Oin.5 12' Q Sill Plate Spans...........................................................(Table 9).......................................... 9ft Oin.5 12' Q Full Height Studs(no.of studs)....................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening ..................................................(Engineered)...9'0">6'8" Q SheathingType..............................................(note 4)...............................................CDX/WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................4 in. Q FieldNail Spacing..........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10).............................................3 Per Foot Q Percent Full-Height Sheathing... Right... .....(Table 10)...........(34%Required)(45%Available) Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)................................... Q AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CYIR 5301.2.1.1)1 d d Engineering & Design Co., Inc. Maximum Building Dimension,L Nominal Height of Tallest Opening2.................................................................. 8'0" >6'8" Q SheathingType..............................................(note 4)...............................................CDX/WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)..............................4 in. Q Field Nail Spacing..........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11).............................................3 Per Foot Q Percent Full-Height Sheathing...Front...........(Table 11).........(19%Required)(49%Available) Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)................................... Q Percent Full-Height Sheathing...Rear...........(Table 11)..........(19%Required)(67%Available) Q Wall Cladding Rated for Wind Speed?............................................... .................................................110 MPH Q 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ........................................................(Figure 19)...........1 ft or Less 5 smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=420 plf Q Lateral...............:.............................(Table 12).............................................L=220 plf Q Shear...............................................(Table 12)..............................................S=97 plf Q Ridge Strap Connections,if collar ties not used per page 2.1... (Table 13)................................T=324 plf Q Gable Rake Outlooker.................................................(Figure 20)...........1 It or LessS smaller of 2'or L/2 Q Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U=522 lb. Q Lateral(no.of 16d common nails)...(Table 14).......................................L=285 lb. Q Roof Sheathing Type......................(per 780 CM Chapters 58 and 59).......................CDX/WSP Q Roof Sheathing Thickness..........................................................................................5/8 in.z 7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)..............................8d(6"Edge 6"Field) Q AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CNm 5301.2.1.1)' A V Enginep►7ng & Design Co., Inc. Notes: _1 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal.Nailing for Panel Attachment I AWC Guide to Wood Construction in High Wind Areas:110 fnph Wind Zone Massachusetts Checklist for Compliance(7so civet 5301.2.1.1)' d d Engineering & Design Co., Inc. -WHEN UM EDGE RESTS ON FRAMumGUmad NAILS A7 S1o.c. n 11 I Ir 1.1 it n n n 11 I 1 ` 11 11 I 11 11 p 1•I 11 I /1 11 n n N u 1. n rl. Q F 1. 11 0 Q fl 11 6 E 11 11 IL ,1 LI lu 16 LI _ 1,1 IL u J i ii 3 la r n rl I 11 LJ 1 ' NAB_9F'ACWG - � t PANEL a S See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment 1 1 G L t 1 � iV L 1 1 r 1 Q 1 1 1 + 1 1 1 II I 1 a I �; 1 L , 1 is d 49 1 r-�ai�e�EbseEas r 1 i EDGE RvtTER111ED1ATE 1 L 1 I —_ _±� MAIL PAIIMN ,. PAML PA} EDGE � DOUBLE NAB.EDGE SPA(MG DETAL Detail Vertical and Horizontal Nailing , for Panel Attachment AgAgUsi ngineering & NAILING SCHEDULE gn Co., Inc. UNLESS OTHERWISE STATED,SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES.BOX Suite Three - 155 East Grove Street - Route 28 AND PNEUMATIC NAILS OF EQUIVALENT DIAMETER AND EQUAL OR GREATER LENGTH Middleborough, MA 02346 TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE NOTED. JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING COMMON NAILS BOX NAILS ROOF FRAMING BLOCKING TO RAFTER(TOE-NAILED) (2)8d (2)10d EACH END RIM BOARD TO RAFTER(END-NAILED) (2)16d (3)16d EACH END WALL FRAMING TOP PLATES AT INTERSECTIONS(FACE-NAILED) (4)16d (5)16d AT JOINTS STUD TO STUD(FACE-NAILED) (2)16d (2)16d 24"o/c HEADER TO HEADER(FACE-NAILED) 16d 16d 16"o/c ALONG EDGES FLOOR FRAMING JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) (4)8d (4)10d PER JOIST BLOCKING TO JOIST(TOE-NAILED) (2)8d (2)10d EACH END _BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) (3)16d (4)16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) (3)16d (4)16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE-NAILED) (3)8d (3)10d PER JOIST BAND JOIST TO JOIST(END-NAILED) (3)16d (4)16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) (2)16d (3)16d PER FOOT ROOF SHEATHING (WOOD STRUCTURAL PANELS) RAFTERS OR TRUSSES SPACED UP TO 16"o/c 8d 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"o/c 8d 10d 4"EDGE/4"FIELD GABLE ENDWALL RAKE OR RAKE TRUSS Sd 10d 6"EDGE/6"FIELD WITHOUT GABLE OVERHANG GABLE ENDWALL RAKE OR RAKE TRUSS WITH 8d, 10d 6"EDGE/6"FIELD STRUCTRUALOUTLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS wIL00KOUT BLOCKS 8d 10d 4"EDGE/4"FIELD CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD WALL SHEATHING WOOD STUCTURAL PANELS -STUDS SPACED UP TO 24"o/c 8d 10d 6"EDGE/12"FIELD y"AND 233A2"FIBERBOARD PANELS 8d' — 3"EDGE/6"FIELD Y"GYPSUM WALLBOARD 5d COOLERS — 7"EDGE 110"FIELD FLOOR SHEATHING (WOOD STRUCTURAL PANELS) 1"OR LESS 8d 10d 6"EDGE/12"FIELD GREATER THAN 1" 10d 16d 6"EDGE/6"FIELD CORROSION REISISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL REQUIREMENTS. O)Design Engineering & QOQ Co., Inc. SIMPSON CONNECTOR DETAILS Suite Three - 155 East Grove Street - Route 28 SCALE:AS SHOWN PAGE 1 OF 2 Middleborough, MA 02346 • • ENDWALL CORNER STUD • • CONNECTED TO TRANSFER SHEAR HOLDDOWN • • (2) 16d COMMON NAILS @ 6"o/c HOLDDOWN & CORNER DETAIL NOT TO SCALE e e - _= o e H8 0 _ o (2) H2.5A e MTS12 (LTS,HTS SIMILAR) H10 RAFTER_ CONNECTION DETAILS NOT TO SCALE AZAO) EnDesgn Con & SIMPSON CONNECTOR DETAILS Suite Three - 155 East Grove Street - Route 28 SCALE:AS SHOWN PAGE 2 OF 2 Middleborough, MA 02346 SIMPSON H4 (4)COILED STRAPS PER CORNER TRIPLE CORNER STUDS SIMPSON H4 OPENING DETAIL (TYPICAL AT OPENINGS LARGER THAN 6-0" OR CLOSER THAN 3'4" FROM CORNER) COILED STRAP DETAIL NOT TO SCALE NOT TO SCALE (8) H4 WHERE SHOWN (2) LSTA PER OPENING (SEE"OPENING DETAIL") EXTEND TO TOP PLATE WHERE POSSIBLE %"CDX SHEATHING BOTH SIDES TYPICAL HOLDDOWN AT TRIPLE CORNER STUDS (SEE"HOLDDOWN DETAIL") GARAGE DOOR DETAIL NOT TO SCALE Town of Barnstable Regulatory.Services Thomas F. Geiler,Director , IARNSTABLE, • - "sA�9. Building Division Toni Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barustable.ma.us Fax: 508-790-6230 Office: 508-862-4038 - HOMEOWNER LICENSE EXEMPTION Please Print ATE: /O)/Q/ /-/ s ta G f e JOB LOCATION: -13 G�CK S IyPcI� JS G` j�0 number p sts�treet 'village C� HOMEOWNER": ClC/� /1OoZ�' % v�' 2,3/ /�O X r / 0S r1l / 7. ` �� home phone# work phone# name j C \,CURRENT MAILING ADDRESS: / ✓ V Q N r r city/ wn state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. � - DEFINITION OF HOMEOWNER Person(s)who owns a pardel of land on which he/she resides or intends to reside, on which there is, or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more.than one home in a.two-year period shall not be considered a homeowner. Such homeowner shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedu sand requirements and that he/she will comply with said procedures and require ents. Sig re of Homeowner Approval of Building Official G Note: Three--family dwellings containing 35,000 cubic feet or larger will be required to comply with the Sfate Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 169.1.1 Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor.". Many homeowners who use this exemption'are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons.In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community, THE, Town of Barnstable Regulatory Services gAIWBTAIILE, Thomas F. Geiler,Dfrector KAB& Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-62 Property Owner Must Complete and Sign This Section If Using A Builder X , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work autho d by this building permit application for. (Address of J Signature of Owner Da Print Name rf Property Owner is applying for permit please complete the . Homeowners License Exemption Form on the reverse side. I 10/21/2009. Time: 9:24 AM To: @ 9,.15087906230 Page: 001 `r Dowling O'Neil 508.775.1620 - � I,; -.,08.778.1137 INSURANCE AGENCY �;.r�� .... .,08.778.i2,8 973 IyonnougVoV,4.7.Box 1990 HYY``�7bnnniis, MA 02601 L doins.com October 21, 2009 Town of Barnstable Building Dept Attn: Sally 200 Main Street Hyannis, MA 02601 RE: Project Managers, LI-C Policy #BINDER298188 Dear Sally: Reference job: Jack Rooze, 430 Huckins Neck Road, Centerville, MA 02632 Project Managers LLC has been assigned a wrokers compensation insurance policy effective 10/9/2009-2010 with-Granite State Insurance Company (AIU Holdgings) Limits are 500/500/500. As Massachusetts law does not allow the insurance agencies to produce certificates on assigned risk policies, a certificate of insurance will be faxed to you by Granite State within a few days. Sincerely, IJ Nancy Soure, CISR Licensed Producer, ext. 242 nsoule@doins.com i r •, •« �tip , a a k�' J� FPO a as; ,_ H dp 6 r � sr ,. % CERTIFICAT°EOF INSURANCE ",: ' `Y ' ,. 0. ', w��y� T10/21/200 Y M iv-w ir1+' Fla '� 'r PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Dowling&O Neil Ins Agency HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 973 lyannough Rd ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Hyannis, MA 02601 COMPANIES AFFORDING INSURANCE COMPANY A GRANITE STATE INSURANCE COMPANY INSURED Project Managers LLC 15 Lexington Lane Yarmouthport, MA 02675 COVERAGES. - k rN P� ,' • �air ;" " $° - r k g. .. ' r alva tt tea` 4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOT WITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR.OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Co LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE POLICY EXPIRATION DATE A WORKERS COMPENSATION AND EMPLOYERS'LIABILITY LIMITS HE PROPRIETOR/ : PARTNERS/EXECUTIVE OFFICERS ARE: INCL O EXCL❑ 6370908 10/14/2009 10/14/2010 STATUTORY LIMITS ° A T, 1 OTHER Coverage Applies to MA Operations Only. EACH ACCIDENT' $ 500,000 DISEASE POLICY LIMIT' $ 500,000 DISEASE-EACH EMPLOYEE $ 500,000 DESCRIPTION OF OPERATIONS/VEHICLES/SPECIAL ITEMS RE:NO PARTNERS ARE COVERED BY THE WORKERS COMPENSATION POLICY. CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE BLDG DEPT EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 200 MAIN ST DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT HYANNIS, MA 02601 FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES, .. .AUTHORIZED REPRESENTATIVE, bS - � SA0VJQ 10/07/2009 09:36 15085489011 MS SETHARES PAGE 02/02 A`..�-R CERTIFICATE DATE(MMIpDmrY) OF LIABILITY INSURANCE 7/a7/200g PRODUCER (508)540-2400 FAX: (508)289-4111 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION MurraY & MacDonald insurance services, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 550 MacAxthus Blvd. ALTER THE COVERAGEAFFORDED DOES NOT BY THE AMEND EXTEND BELOW Dbt MA 02532 INSURED INSURERS AFFORDING COVERAGE_ NAIL RED •� .� ..,_ .� M.S. SETHARE$ CORPORATION INSURER A:T ayelers Ind+ Co. OF CT 25902 P.O. BOX 2210 INSURERB:TravelerS. n;&Mnity Of 25669 INSURER 01 EAST F UTH MA 02536 INSURER D: COVERAGES INSURER F:THE POLICIES OF INSURANCE LISTED BELOW HAVE 13EEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED By THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUBfONS AND CONDITIONS o18UCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, POLICY NUMBER POLI CTN LICY E%PI 710N -„ GENERAL L,IA8IR.ITY Limbs X COMM8RCL4L GEN!RAL LIABILITY EACH OCCURRENCE E AAO,000 `� QLATMS MADE OCCUR 6g05304A9�64 ,PREMlSFs9 paU3s/16/2009 6/16/2010 MEpEXpA onp5 000 PVMONAL a apV INJURY000,000 GEML AGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE000,000 X PRICY PRODupTg_�MPlOP000,000 COCAUTOMOBILE LIABILITYANY AUTO COMBINED$1NOLE LIMIT = R ALL OMRDAUTOS a56BB778^09-SEJ, X SCHEDULED AUTOS 2/20/2009 2/2012010 BODILY INJURY X HIRED AUMS (Per P°"1O") $ 250,00o X NONONNED AUTOS eQp1LY INJURY (P"r"cmerd) $ 500,OOD PROPERTY DAMAGE IOARAcruAgILITY (Peraccldeeq $ANY AUTO AUTO ONLY-EA ACCIDENT $ OTHER THRN EA ACC $ EXCESS rUMBRELLALlABILITY AUTO ONLY: AGG $ —I OAR CLAIMS MADE �H OCCURRENCE $ AGGREGATE $ DEDUCTIBLE $ RETENTION $ $....g WORKERSCOMpillwTION AND EMPLOYERS•LIABILITY $ ANY PROPRIEerR/PARTNERIEXECUTIVE YIN YVCBTATU. pTii OPPIC6R ry it,N )F-XCLLID� ?L?9Y1.IMI._ F IS(Me ditc Iry NHL M2692M24709 el,EACH ACCIDENT $ 500,QOA PEdIALLPROOVISIONSbmm 6/16/2009 9/16/2010 E,L,DISEASE-EAEMPLOYR; $ . orHa R �— 500 000 E.L.DISEASE.POLICY LIMIT a 500,000 DESCRIPTIONOF OPERATIONS r LOCATION31 VEHRCLE$1 EXCLUSIDNs ADDEp OY ENOORSEME.,SPECULL PROMS IONS CERTIFICATE HOLDER CANCELLATION Jack Rooze 124OULDANYOFTNEA13OVEDESCRIBEOPOLICrESpECANCELLFOpgpOp THE EXPIRATION 430 Muckins Neck Road DATE THEREOF,THE laSUING INSURER VWLL ENDEAVOR TO MAIL 10 Centerville, MA NOTICE TO THE CER11FiCATEHOLDERNAMBDTDTHE DA1SWRITTEN 0 SHALL IMPOSE 00 08LIQATION OR LIABILITY OF ANY KIND UPONr THE N9UREp,LURE O AGENTSITS ' REPRI�NTATrYRa. OR AUTMORIYID REPRESENTATIVE ACORD 26(2009101) S Rarxingt0n, CIC/SMkie.r� f��e en+ a� Z IN9026(7oDeo1l Q 1988-2009 ACORD CORPORATION. All ri ht, The ACORD name and logo are registered marks of ACORD R served. OCT-08-2009 16:02 Fr0m:MCSHEA 5084209011 To:15087715203 P.1/1 A-�a CERTIFICATE OF LIABILITY INSURANCE �AIE1MMr0U-VY0 NHouuIJLR THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION McShea Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 749 Main Street, Suite#H ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Osterville, Ma. 02655 508-420-9011 INSURERS AFFORDING COVERAGE _ NAICN INsuACD American Excavating Contrnctors, Inc. INSURCRA: Nuti.onaj Grange Mutadl Ins ca. pMC� Jason Souza w•L,RFR R Pro ressive 27 County Road INSUHtH c Peerless Mashpoe, Ma 02649 INSURER D: _ 508-42_7-7411office INSURER E COVERAGES E THE PULI(;IES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVt I-OR THE POLICY PERIOIP INOICATFD NOTWITHSTANDING ANY Fit0U1REMENT,TERM OFI CONDITION Or ANY CONTRACT OR OTHER DOGUMCNT WITI-I r3ESPECT TO WHICH THIA C6ATIFICATr MAY DC ISSUED OR MAY PERTAIN,THE INSUHANCE AFFORDED fW THE POLICIES DESCRIBED HEMLIN IS SUBJECT TO ALI-TI-I[TEAMS.EXCLUSIONS AND CONDITI()N(;OF S.1)(:H FOLICIE:3.AGGREGATE LIMIYA AHOWN MAY HAVE BEEN REUUCku BY PAID CLAIM 'TRSFt'AY!'3i t'in.I[:Y fFFCCTIVC r LA Y ' - .LIN ON;an TVPF F IN51 f OUCY NLIMRFR I UAI DATE M ,7 LIMITS GENERAL IJAHIf ITV �r�!ACHCCURRENCt $ 1,-,000,000 . TA-RENTED COMMERCIAL UFNERAL LIAQILITY PREMISES_(Eauccurence) 3Q0,000 ULAIMSMADC �I Orrlin MI_ULXF(Puycn9pgrj9n) $ L N , A. MPJ6201M PCRGONALaADVINJURY & 1 ,000,000,1 I 4/3/09 4/3/10 GENERAL AGGREGATE g 2,000,000 i GEN'LACGRF(iATFIIMITAPPLIESPEti; PRODUCTS•GOIdPIOPAGG $ 2 000_,,_p0 POU(;Y NHU• T I Lnr AUTOMOBILrUABILITV I COMBINEDEWCLFIIMIT ANYAUTO (Eaet:cid: .... _ ALL(SWNFDAUTOS RADII.VINJURY x SCHEDULCOALITW, Merr^r�nn) $ ioo,000 : $ HIRCDAUTOS 05280371 0001LYINJunY 300 0001 NON-OWNED AI ITOS 1/2 6/09 1/2 6/10 INaraar:id.ont) I e PROPERTY 13AMA(4F $ ZOO OOQ (Poraccident) GARAGE LIA81U I Y ! AUI)ONLY.[AAGCIDENT q, ANYAUTO OTHERTHAN FAACC $ AUTOONLY AM $ CXCE5SNMORELLA I IARILITY FACH OCCURRENCL $ OCr.1H I )u'LAIMSMADE ANG14FOATE S DEDuCTIOLE •. $ HETGNT10N $ ! WURINCRGCOMr'ENSATIONAND I TOR.YI IM1TF. FR FMPLOYLHS LIABILITY EL.FACHAUL;I1) $ 7 00 OOO ONF vHi1 P.Id an:rgmrUrjED? uflVG p .r r p 6C / F I DSSCASC-CA EMPLOYE s 10( 000 C .OFyFl�sLEHIMCMtlE'MtJlk4�UEU4 WCS52258G 10/16/Oa 10/�Vl09 I IiPFc IdA°LPPliuvlGioN:Below L.L.UIVI=ME-POLICY LIMIT $1-7 500 000 OTHER - DExrHINTI[iNOFOPCAATION:)LOCATIONS IVEHICIJ74 FxULUSIUNGADDEOBYENDORSFMFNTI SPECIAL I0HUVISIUN9 I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF'fHE AOOVC DESOMSED PAI(CIFS RF CANCELLED BtFoHE l'HE L.XPIRATIC iN HATE THI:RCOr,THE 166UING INSURER WILL LNUFAVOR TO MAIL10 DAYS WRITTEN Jack Rooz c NO I WE hj TI IC CERTIFICATE HOI flFR NAMFO TO THE Ltf 1.8UT FAILURE TO DO 50 SHALL IMPOSE NA OBLISATION OR LIABILI'(Y OF ANY KIND UPON TI-11 INSURER.ITA AGENTS OR ' REPRCSCNTATIVES I AUIHV IZC REPRESENTATIVE FAX: 508-771-5203 ACOR02$(2001/09) Q) cnr CORPORATION 1988 /* 1,6101in cl 0(70 Z � II C � a 6 ors I (I e /c c/i/ c a vo-.f m,� Clv,1/7'wo c7r, -s OT 57 PO 0 v ;3 417'7eli 4 Za Ceat)"c'c( v zle c C 7 7 I c2oj&ev ' 4, 0 ,23,� - Ala 0 ell ti �`� ZA), i I i ' I I - � I PD January 7, 2010 Jeffrey Lauzon Building Inspector Barnstable, MA Mr. Lauzon: This letter is to confirm our conversation of January 6, 2010. Workers for Foard Panel Inc. installed structural insulated panel (SIPS) at the residence of Jack Rooze according to plans approved by Mr. Rooze and stamped by a structural engineer licensed in the state of Massachusetts. Any further questions, feel free to call me here. Sincerely, Gary Dennis Project Manager Foard Panel Inca PO Box 185 West Chesterfield, NH 03466 (603)256-8800 Richle's Insulation, Inc Ill Old Bedford Street - Westport, Ma-02790 508-678-4474 508-431.8365-Scott (salesman) To whom It may concern: PLEASE BE ADVISED RICHIE'S INSULATION, INC. INSULATED THE'FOLLOWING JOB: ADDRESS: TOWN: dC ,(YL . CONTRACTOR; C.IC f L)LS7 e. The following information Is what was used on this specific Job: MANUFACTURE: ly TYPE: THERMAL CONDUCTIVITY PER INCH., AREAS USED: tj t3 . ........... ._.. i T'd 022906L80ST6:0l 08bb8L9809 NOIu-inSNI S.9IH3IN:wb-jd 9T:60 TTO2=2-2=B it Z a 6 °6i 4 A :. F z`suj O O ... I'ri*sr'� ..E gip' , t L Y O D �— �o, a,1y,•=ys�.r' B Rom? .0 .. t ^p S113 eT V. ig '�i`t • - + arc A�° eI Pig '2 lip S ;02 aQ F . € a r a P' hi tiPa G> aI oax .. A 1 !; § 974-P 24. pp � 3sa _ t r R E P - 0Zc RESIDENCE 43 �' a TJ rcArw 430 HUCKINS NECK ROAD CENTEP.VILLE• MASSACHUSETTS DIAL APE AND W -4 STMOAY ` _ canDlroNs AND uar Nor APPEr i _,�� w A>_slruaooNs.aLEAsE JANEL LAYOUT ORA.WiNGS CCNrAC7!PI T_CHNKAE .e! P A E DEP°f2TUENT f'p7 O:IF.SIIGNS s I n C O r D O r e 1 B d DRAWN Ur: JTC JOa CONTACT: GARY DENNIS: 1-800-644-8865 AND/OR CONCERNS.Cc � 'Il Bn'ES,Wet Qemtrb•ItA f3N8 C+IED<LU dy" DATE: O:CEMBER 4.2003 ( )250•(IEGO Te i Z'd 60Z8-699-6ti6 Aaa a;jauuy dB Z:OI 60 l6 oaa �ec11 09 10:23p Annette Dey 949-661-8201 p.1 'e 6COZ 'e TJ3BN3030 -31n0 - AS 03a03�0 ODOE QSZ iCCO) Q # M S88B- 9-009-t :9 : NN30 MrO :iDYIN00 Gor :)i AB NMVNO N G) 9M9 YN M'P'�'+D PM•Sil1°2Vd T- - pa�aioa�oaus 7 3 II d d i so►diMvao _nc.kv^, 13NVd I o S,l35nH�dSSE'N� '3�"IInb31N3� Q�Oa �1�3N sw�rcnH otti g � � �� ��na, B E (mil p v' 30N30IS3b 3ZO08 rw d a ✓" EYES � - ,r - i 1 W a c? o ..._ .. _.. 1♦ i � N k o yy€ V Iz CZ IN E I :R. i as s 'a 6 ' r PROJECT��'`�-� �� - ✓zc�T � ot�c9Je-- NAME: CQAfir'�'C�j f 1�/l O µ d/Q'✓`� ADDRESS: PERMIT# a®©y 3 PERMIT DATE: j M/P• 3 C� LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: BY: F • q/wpfiles/archive Town of Barnstable Regulatory Services OF"E Thomas F.Geiler,Director Building Division BAMSPABM Tom Perry,Building Commissioner `e� 200 Main Street,Hyannis,MA 02601 ��ED MA'S A Office: 508-862-4038 Fax: 508-790-6230 December 24, 2013 Jack Rooze 1 Sylvan Drive Bridgewater,NJ 08807 RE: 430 Huckins Neck Rd., Centerville, Map: 233 Parcel: 030 Dear Mr. Rooze: This letter is to follow up on the status of permit application number 200904193. To date, this office has no record of a final building inspection. Records show a successful final electric inspection completed on or about January 14, 2013 and successful plumbing and gas inspections on or about July 27, 2012. This office has some concern about the slider leading to a deck with apparently incomplete guard rails. Please contact this office to discuss the matter and arrange for a final building inspection. Thank you for your immediate attention in this matter. Respectfully, L Lauzon Local Inspector j effrey.lauzongtown.barnstable.ma.us (508) 862-4034 i IZ/ s OTV Structural Panel . : N E L Description Structural panels(SIP)are an energy efficient .alternative to conventional framing.They are load bearing insulated panels used as walls,roofs,bump outs,and dormers in both residential and commercial buildings. Structural panels provide the exterior sheathing,insulation,and interior sheathing in one unit. Components Foard Panels are manufactured with third party rated material and stringent quality, control guidelines. Core Material:The insulating core material can either be extruded or expanded polystyrene. Both are superior insulating materials with unique advantages for various situations. Interior and Exterior Skins: The skins.are 7/16" thick,PSI-95,PS2-92,Exposure 1 Oriented Strand Board(OSB). Only OSB meets the dimensional stability,lamination quality,and size availability yrp Iljlgip y�'„ requirements. V y.' i y�il��lli� ICI I ilia r i Features • Reduces Heating and Cooling Costs • Superior Strength Interior Skin • Fast:&Efficient Installation Oriented Strand Board(OSB) • Reduced Labor Costs Core Extruded Polystyrene(XPS) Availability, or Expanded Polystyrene(EPS) • Oft wide,lengths up to 24ft Exterior Skin • Custom Pre-Cut Options Oriented Strand Board (OSB) • Milled Electrical Chases Available Quality Control Independent third party'quality control and plant inspection programs are administered by RADCO. MEN I tr Structural Panel " " ` ` Dimensions &Weights Structural a • Load Data Overall Thickness(in) 4.5 6.5 8.25 10.25* See Structural and Load Data Sheet Core Thickness(in) 3.63 .5.63 7.38** 9.38* on page 4 Weight EPS/XPS(lb/ft2) 3.9/4.1 4.1 /4.3 4.2/4.5 4.4* Width (ft) 4 Available Lengths(ft) 6,7,8,9, 10, 12, 14,16, 18,20,22,24 *Available in EPS only,**XPS is 7.25 Core ••- ASTM # EPS XPS General Density Ib/ft3 D1622 1.0 1.5 Thermal Resistance R-value/in=hr-°F-ft' C518 3.85 5.0 (per inch of core thickness at 75 deg F) BTU•in Thermal Resistance hr•°F-ft2 (per inch of core thickness at 40 de R-value/in= C518 4.2 5.4 (p 9 F) BTU•in Thermal Conductivity k= BTU•in C518 0.26 \ .20 (per inch of core thickness at 75 deg F) hr•°F•ft2 Thermal Conductivity k= BTU-in C518 0.24 .19 (per inch of core thickness at 40 deg F) hr-*F-ft2 Dimensional Stability %Change D2125 Eroc.C& 2.0 max 2.0 max Strength Properties Compressive 10%Deformation Iblin2 D1621 10-14 20 Shear lb/in Z D273 18-22 25 Moisture Resistance Water Vapor Transfer Perm.in E96 Proc.A 1.2-3.0 <1.5 Absorption(vol.) % C272 <4.0 <0.5 Capillarity none none Maximum Service Temperature Long Term °F 167 165 Intermittent °F 180 165 Fire Characteristics Rating Class I Class I Smoke Developed E84 125 165 Flame Spread E84 15 5 Toxicity of Combustion Products Same as wood or cardboard 10 STRUCTURAL AND LOAD DATA:EPS?& XPS CORES P A N E Allowable Axial , , , Structural Overall Thickness 4'/2" 6'/2" 8'/4" Core Thickness 35/8" 55/8 73/8" 8' 2482.6 2615.6 2713.2 16' 1507.3 2394.0 2518.1Racking Shear (lb/ft) Overall Thickness 4'/2" 6'/2" 8'/4" Core Thickness 35/8" 53/8" 73/8" Load 241.3 241.3 241.3 Allowable Transverse , , , Structural Overall Thickness 4'/2" 4'/2" 6'/2" 6'/2" 8'/4" 8'/4" Core Thickness 35/8" 35/8" 55A" 55/8" 73/8" 73/8" Deflection L/240 L/360 L/240 L/360 L/240 L/360 4' span 69 51 71 61 74 65 6' span 61 47 64 59 68 61 8' span 55 40 59 54 61 58 10' span 45 31 48 40 49 44 12' span 39 '26 42 31 45 37 14' span 28 19 33 25 35 28 16' span 19 10 26 18 30 23 Allowable Transverse , , , , Structural Splines) Overall Thickness 4'/2" 4'h" 6'/2": 6'/2," 8'/4" 8'/4" Core Thickness 35/8" 35/811 55/8" 55/8" 73/8" 73/$11 Deflection L/240 L/360 L/240 L/360 L/240 L/360 4' span 58 54 59 54 61. 55 Allowable Header , , , (lb/ft, Using Standard 2x Blocking for Rough Openings) Header Depth 8 12" 18112411 4' span 495 892 1228 -1400 6' span 315 588 805 908 8' span 198 436 601 639` All given loads are derived by dividing allowable tested loads by a safety factor of 3.All data are from actual test results using ASTM-72 guidelines. 43 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel o ® Application#° 7 Health Division Date Issued t10-7 Conservation Division Application Fee _W56,.( Tax Collector Permit Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address y_�d ( �c Village (oJ r � Owner _�� C c� Chr1 Sii&CA ao62! C. Address .V �r Telephone ^ Permit Request Square feet: 1st floor:existing / Dd proposed a L 2 d fl or fisting — proposed Total new a Zoning District Flood Plain Groundwater Overlay Project Valuation Z200 Construction Type Lot Size a 56 r S Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. ' Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 5 7 Historic House: ❑Yes XNo On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full Xcrawl ❑Walkout ❑Other S /& G Basement Finished Area(sq.ft.) 494!e Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing —new Number of Bedrooms: existing 2 new Total Room Count(not including baths):existing new � First Floor Room Count Heat Type and Fuel: 4 Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes XNo Fireplaces: Existing , Y� U New Existing wood/coal stove: ❑Yesg, )0'No t Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑nnew�size Attached garage:Xexisting ❑new size /I Y.7z Shed: existing ❑new size /b /ZOther: S-_'Pe Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ f Commercial ❑Yes YNo If yes, site plan review# ' /� Current Use w i e N 7y Proposed..Use. - -- -- r' O �Tk� BUILDER INFORMATION Narrie� eJZc" Telephone Number / /7 9��73 Address 3 e License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO .12 SIGNATURE-- V DATE l� /� FOR OFFICIAL USE ONLY APPLICATION# i DATE ISSUED MAP/PARCEL N0. : ' ADDRESS VILLAGE OWNER DATE OF INSPECTION: i FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. i Tke Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations _ d 600 Washington Street Boston,MA 02111' wi• w.mass.gov/dia Workers}Compensation Insurance.Affiddvit: Builders/Contractors/Blectricians/Plumbers ' Applicant Information Please Print Legibly Name(Business/Organization/Individual): G Address: ✓s City/State/Zip: /� 1,4 © 6 0 Phone.#: �� 17 Are you an employer?Check the appropriate bog: .Type of project(required):. 1.❑ I am a employer with 4• ❑ I am a general contractor and I * have hired the sub-contractors 6. ❑New construction . employees(full ozd/or part time). •7. Remodeling 2.❑ I am a'sole proprietor or partner- listed on the'attached sheet ❑ g . ship and have no employees These sub-contractors have 8. ❑Demolition capacity. . employees and have workers' • '�yorking for me in any capacity. � 9. ❑Building addition . [No workers' comp.insurance comp.insurance.$' 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions required.] officers have exercised their 11.[]Plumbing repairs or additions ' '3. I am a homeowner doing all-work . myself.[No workers'comp. right bf exemption per MGL 12.❑Roof repairs insurance. ind re q we t c. 152, §1(4),and we have no ] o o workers' 13:❑Other. �Pt [I`1 employers. 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. #Contractors that check this box must attached an additional sheet showing the name of the Sub-contractors and state whether ornot those entities have employces. if the sub-contractors have employees,they must provide their workers'comp.polidy number. I ani an employer that is providing workers compensation insurance for my employees. Below is.the policy and job site, information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Dater lob Site Address: City/State/Zip: Attach a copy of the workers'~compensation policy declaration page'(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK,ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwaided to the Office of Investi ations of the IDIA for insurance covera a verification. 7. 16 hereby certify u der he pai' p alties ofperjury that the information provided abpve is true and correct. Si a Data: /� 7 Phone* Official use only. Do not write in this area, to be completed by.city or town officiaG City or Town: Permit/License# Issuing Authority(circle one): J.Board of Health 2.Building Department 3.City/TownClerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Phnne#: °Fz ►°,�, Town of Barnstable °i Regulatory Services Thomas F.Geiler,Director 3 � rEnn,A�a Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-403 8 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, impiovement,removal,demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Estimated Cost Z V Address of Work: Owner's Name: N/A Date of Application: J) /2 L6 I hereby certify that: Registration is not required for the following reason(s): OWork excluded by law OJob Under$1,000 ❑Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. r O Date Owner' ame • Ti41!asz.atn(auu,atmscedj . . • ' Pmcrlptira Fsckcgd far(Al and TnQ-vxmw Raideatl+tl Bai(ding�Hntcd tr4 1 m0'FF° MINIMUM c�I�g wazlag Calling wall Floor 13Lwn ,! ' stab •HeacinglCooILO i d • Pseraga It-Yalue� R-Ynluc 5701 to 6500 Pleating Begro DaysT iZ%,• 0.� 38 I3 19 14 t1. Narrasl R 11Yo 0.5Z _30 19 19 I0. o 13/, p30 38 10 g NIA. Norms!' NI Ii'!r. 0.38 • 31 I3 21 -N/A ]s/. 0,4� 3S 19 • ' 'I9 10 b' .TlorsnaI U . U AFM Y ii'l '0.4#. 3e IS ZS NIA ' �y 16Y. 0,31 30 19 - 19 10 t 031 31 • 13 Z NIA NIA Normal ?� Nemral Y 13%. 0.4I 39 19 23 NIANdA I3'f �.4Z 3S, 13 19 l d 90 AF M IB*�i 0.30 30 t9 19 10. 6 S+7AFV� .A , 1 ADbRESS OFPROPER,TY: %IV5 llC 2P 2, SQUARE FOOTAGE OF'ALL MEWOR WALLS. 3, SQUARE FOOTAGE OF ALL GLAZING: o�D 4, r/a QLAZINO ARLA.(03 DIVMED BY•§2): G j, SELECT PACKAGE(Q sea chart above); ' NO OTHER MORE INVOLVED METHODS OF DHIEKAWNG ENERGY REQUIREfvIE2�'rS ARE AVAILABLE. AM.US FOR THIS INFORMATION. BMDING LNSPECTOR .PPRDVAL: YES; NO c q��-u-�S-©cd303e �oFtHt Tom. Town of Barnstable Regulatory Services r > xtvsresre, Thomas F. Geiler,Director HAss. 039. .�� Building Division TFc trtA'I" Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: ////;�///o/ �/ 1 �} JOB LOCATION:—, 7 3 /l("Aa,-s ��f'rC number street village "HOMEOWNER": �� ( /T d�zP �O�S 13/ 7 0 3 ? --. 7 1��73 name home phone# work phone# CURRENT MAILING ADDRESS:.. "VT � 7 city/t n state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner..Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned."homeowner"assumes responsibility,for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned`.'homeowner"certifies that he/she understands the Town of Barnstable.Building Department. minimum inspection procedures and requirements and that he/she will comply with said procedures and requireme s. / Signat re of omeowner - Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the` State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that. "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application;, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. v r' Town of Barnstable ar 9/27101 -- Regulatory Services e � Thomas F.Geiler,Director > MWWAMa s a634• Building Division Ate° Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# cW 7 FEE: $ SHED REGISTRATION 120 square feet or less C -c zVer k 9( h/ /erU A� Locati n of she (address) Village CrC L� , � VZC Property owner's name Telephone number G§ t. Size of Shed Map/Parcel# CZ) 0J 1a' °7 ►F7 Si ture Date r' 1 Hyannis Main Street Waterfront Historic District? ti Old King's Highway Historic District Commission jurisdiction? ,Cons.@rvation Commission-(signatur-e�is,r-egi ir-ed) PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. ff—HIS_FORM MUST BE ACCOMPANIED R �. PLOT PLAN- �- �r Q-forms-shedreg REV:121901 7,, � ° P PARCEL : P�0 FLOOD ZONE: �lU N t I i I�i�-� SOIL EVALUATOR; �.� WITNESS: NOT K REFERENCE: a� lJ�S� I DATE: I3E P� 218 PERCOLATION _RA} 1. C��SS ' O+i TH- I EL'•6 77 J� 2 �Z ct S*oo IS/ 1;1 DI'- 10/S-�W3 COAL f 13 / n+ o ' C2Zsy�j v , i TIN , SEPT 1. SPOT ►N '�l! � � l � 14 � FLOW uto � SEPT i 33DI \ I TOF- r USE J ' SOIL f LlWL tv is SEPTI EEO h Q / i lY` L;l p 51.3 Lo OF M S 76/ .S�` a o RE t' ME ER No. 1140 0 S,4NITAR\P� ,) oFTHE'�+ti Town of Barnstable Regulatory Services + BARNSTABLE, MAS& Thomas F.Geiler,Director 639.rEv 3.a Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 September 12, 2007 Christina Rooze 1 Sylvan Drive Bridgewater, NJ 08807 Dear Mrs. Rooze, Enclosed please find your application for a Shed Registration. I am returning the application because the $25.00 fee was not enclosed and a certified plot plan was not included. If I can be of further assistance, please do not hesitate to contact me at(508) 862-4026. Sincerely, U�l ennifer Enge sen Division Assistant I Town of Barnstable Regulatory Services Thomas F.Geiler,Director ■ARMABM MASS. Building Division off° Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# FEE: $ SHED REGISTRATION 120 square feet or less a,� 0 cky-c �eAlXr- Ae Locati n of she (address) Village 0 A e 1 SXI lka oze Property owner's name Telephone number > 0Y 2- R 3 .3 / 1930 Size of Shed Map/Parcel# 7 Si ture J Date IL Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is`required) PLEASE NOTE: IF VOU ARE WITHIN THE JURISDICTION OF ANV OF THE ABOVE COMMISSIONS,THERE MAV BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT"PLAN Q-forREV:1 1901 reg REV:121901 ASSESSORS MAP: 11A I z. PARCEL : oho FLOOD ZONE: AlAYLO REFERENCE: BY- ,Gtk PCB 2`i8 )CATION MAP-�T.S l 170 � ray r d rn� Mad pr S par D klv�kJ F—.' 1�3.gG t 1 E KIST/Ajf �"� �.. pw`f11r. -foF a EL 0 r / f � I 3 � k �p Assessor's map and lot number _,2 _3> Laof ®,e, . t SEPTIC SYSTEM MUST GE yoF7MET�� PLIAN Sewa§e Permit number ..... .....J...7..s............................ INSTALLED IN COM WITH ARTICLE II SIT ` � ATE ® � BJSBSTaDLE, i House number ......................................................................... , SANITARY CODE-AND T 9a M6 a REGULATIONSo. /" �'OJ�EMAY'a�e TOWN OF BAR.NSTABLE BUILDING, . INSPECTOR APPLICATION FOR PERMIT TO ......v..L.............. TYPEOF CONSTRUCTION ........................................................................................:............................................ 04 ..........;)`:7...............19?ce. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according tot following information: Location- �... *YJ.... ... ...................................................... ProposedUse .................. . A............................................................................................................................................ ZoningDistrict ...........�a/.................................................Fire District .............................................................................. I LL Lc� J 1� // c � C.l� Gild Name of Owner .... r.� . Address s !�.v ��� �` f..� R ..................................... .............. ...................................... ........................ Name of Builder q!Q:nti� Q......�I...6 ...tC.�..... .... .Address'�M!�/N.....r....��JT...........!.?dv.�.............. Nameof Architect �'..................................................................Address .................................................................................... Number of Rooms .....................P2,.......................................Foundation ....P6?.VA90.......e-0.At. ........................ Exterior .........:. ...................................................Roofing ................fI: .7. ............................................ FloorsC.4�tl-Al .... ....°.�./d�...........................Interior ............... Y.., ! .4.4.............................................. Heating .............. &. ......................................................Plumbing .................4..,r..f'.!4 Z*S!............................................. Fireplace .................. (:..........:.............................................Approximate Cost ...... .................................... .. ..... Definitive Plan Approved by Planning Board ________________________________19________. Area .....5•./•11....... 5�.....: Diagram of Lot and Building with Dimensions Fee ..................................."•' SUBJECT TO APPROVAL OF BOARD OF HEALTH t .0 nt.D LS 7-1 At �y 7 r FLY LI Clc 1 4� /"-'I GK. �aTJ I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ... .1.Q....... .. ................ Miller, Hazel Baoal . ` -2O?55, Parm for add to dwelling^°No -----`.. ......................... ' ' ^ -------^-----' 47 � � Buokino Neck Road . Location ---'--------^^--'------ ' Centerville � .............................................................................. . . � Hazel Miller ' Owner .................................................... ............. �f Construction ---.�����.------.. . ---..—.----.----------------.. Date of lnspection,....cQ-/Z.�./.7..7.*"**,*,9 PERMIT REFUSED ' - , � - - ' . . ' ! � � -----.---------..----.—.—.—.-- � ^ ' ' ---.—.---~--.--....—~—...--...---... � � ^ ..--~..—..~.....----...--...'—~--.- � � ------.----. lg ' Approved° —'----' ^ ^ . � -------- .......... � ` ' . ----.-. .............................................................. ^ � Assessor's map and lot number ...........................I........... OFTNETO LS waq,+e Permit number .................:...................................... Z BA"STADLE, i �•: House number ................ 9�o NAG& 9 6� O IIPY A'. TOWN OF BARNSTABLE ' VOW-- BUILDING INSPECTOR APPLICATION FOR PERMIT TO ........v.... A 7�.. T..D1.' TYPEOF CONSTRUCTION ........................................................................................:............................................ d ......t .. ........L.d.. .............19......... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...r.`.3.!......r of J !......!..j................k....E......... 'j • �... i ...1!........ ............ .......................... ProposedUse ............................................................................................................................................................................. Zoning District r ................................................Fire District .............................................................................. Name of Owner j/n` `' : L-, t,y E I I- 4- A Address t ?S- t'1 uc a``!`'+t� pd [ 1-- , �_, (-X- '°'r ��e.+P r . .... . ...... ... ........ .... . ........ ........... ... .... ..... ............. . ..... .... ..... ... Name of Builder '1.4-4,c b L - /'into (� MfilNI/tic"•tlJ�TV1 ................................................Address .............................................. .......... ... .. ..... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms .......................I.........................................Foundation ..... ...................................................... Exierior '=-•l^''-� `- Roofing ! c?.+r.M.�T ................................................................................. ...................... ................................................... Floors r . T :_:.! f i•= : .Interior ................ .. . ................................................ Heating n.......................................................Plumbing ................................................................. Fireplace ...............................Approximate Cost ....... ..:...................:......................... ...... .............................................. f t/ Definitive Plan Approved by Planning Board ---------------_---------------19________. Area .....:..;......_:...............`........... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH r9 � x iTING- �zy 'JL IG I *lJ t 4 of , I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ......................................................... ` f :...................... r, Miller, Hazel A-233-a4�-- f.6 r- - No ..........?Pt5�ermit for ......(A��qAP.AKPI. J.0g ............................................................................... Location ..........Huck.iX!q..R(p.r, ................. Conter j.11.Q................................ ....................................V. Owner .........Ha.z.el..M.i.iigr.............................. Type of Construction ............fr.ame.................... .....................s............................... ....................... Plot ............................ Lot/............................. Permit Granted .....Gk-, obey-2.7.............19 78 Date of Inspection .7............................19 Date Completed ../.................................19 PERMIT REFUSED ............................... 19 .. .......... .................. 7 . .... . .. ............. ............................... ............. ................. ...................... ...................... C ................................ .. . .... ....................... App ve ..... ..... QJ .. . .... ...... 19 . ...................... ............... .. ..................................... ............................................................................... E�✓Gsv�E.�s.✓� Pleasant ahe$ �g e Locus 35.30' Sliapow Pond Q' LOCUS MAP 0 0 SCALE 1"=2000't `P 1500 GAL SEPTIC °' ASSESSORS MAP 233 PARCEL 30 PROP. TANK 2 I ADD'N. LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN ON COMMUNITY PANEL #250001 0005C DATED AUG. 19, 1985 30'4 ASSUMED DATUM I PAVED ZONING SUMMARY DRIVE > EXIST. I 39.0' DWELL. ZONING DISTRICT: RD-1 1 MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 20' TOP FNDN.- MIN. LOT WIDTH 125' BENCH MARK — CORNER 'S �\p 64.6' MIN. FRONT SETBACK 30' OF CONC. PAD ELEV. = 64.0 1 MIN. SIDE SETBACK 10' 63 $ �0' MIN. REAR SETBACK 10' L 1 oA 63 SITE IS LOCATED WITHIN WP DISTRICT, RESOURCE PROTECTION OVERLAY DISTRICT PR P. 62 AND (SOUTHERLY PORTION) WITHIN 6N P PROP. STONE ESTUARINE PROTECTION DISTRICT RET.WALLS(BOTH SIDES _ Z 1 J�5 PROP.' / 1 60 AS SHOWN) DECISI��' FINAL DESIGN BY OTHERS n IF -R TE j 59 a OWNER OF RECORD WA AS � 4• II JACK E. AND CHRISIINA ROOZE 1 SYLVAN DRIVE 6 ` / PROP. AREA DRAIN BRIDGEWATER, NJ 08807 Q WATERIT ETER// 12• PLE H-20 1000 GAL LEACHING -'- / BASIN WITH 2'STONE AND 1 i FILTER FABRIC AROUND. r, ROP. / 91 H-20 F&G I 0 / PAVED RIM EL 54.Y h DRIVE Y BOTTOM EL 47.3' 12• TW 14•M LE N R (S ) / 1 SHED REFERENCES Io 1 CED ye i i DEED BOOK 19708 PAGE 92 �! PLAN BOOK 317 PAGE 21 I Orr,CEDA � BVW�...�...� � �1 j P SEPTIC UPGRADE DESIGN PLAN BY \ J) VW :0 DARREN MEYER, R.S., DATED OCT. 2003 PROVIDE PAVED BERM AT J SOUTHERLY EDGE OF DRIVEWAY (To RETAINING WALL) I v 8•AP LE s 5hallow Pond 14•APPLE 1J� APP I rn � 3e O V' RAMP/DOCK N N A Epp 1A 5: I / LEGEND L T 3 I24, t SF 100.0 PROPOSED SPOT ELEVATION I a7 00 100x0 EXISTING SPOT ELEVATION SITE PLAN 100 PROPOSED CONTOUR OF — 100— EXISTING CONTOUR 430 HUCKINS NECK ROAD CENTERVILLE off 508-362-4541 fax 508-362-9880 PREPARED FOR downcope.com down cope engineefing, MC. JACK & CHRISTINA ROOZE civil engineers OCTOBER 22, 2008 land surveyors 939 Main Street ( Rte 6A) Scale:1"=20' YARMOUTHPORT MA 02675 0 10 20 30 40 50 FEET 08-236 DATE DANIEL A. OJALA, P.E., P.L.S. t t NY,CONSTRUCTION THAT INCREASES LIVING SPACE E1°OND 'I S FT, PER LEVEL _ B 2p0.. Q ADDITIONAL MAY:.REQIJIFth-THE...._... INSTALLATION OF ADDITIONAL; SMOKE° DETECTORS _ _ L.. N OTE..A SEPARATE :PERMIT !S-REQUIRED FOR THE x�ston Floor Plan __ ` INSTALLATION OF SMOKE DETECTORS THE ELECTRICAL _; `.....gEf21v31�'��e! .�S�TIS�Y THIS-REQUIREMENT ,. i_ H ucksns Neck Rd _ . , Cer�te 'rv�ll i MA 61 0 3 2 4 - 13 24-3 3 ; i co { (,H 1 ti r f a ' 1240 I I. i I I I Existing .Gara e _ _ _ s I k I ' 24-3 I I .I :. � Y-B's B'-8."9U��'x 4=9' 2-b•x 4.-a" , J/ _________________________.__'_ �. ,. � ... .....L_. .. .. ... ._ .. 2'�-6'.x.4'.B'. .. _. .. 2'.8'.x8�8'�91f ... ._.i2'.8 X4.8"......... ._ Scale 1/4 = 1 �aa���n d�fOX DE I ALARfNS WUSETTS BiiILIDlidG GODS _ ; ... . 1 r . .' .. . ... .. ... .. .... .. . .. .. .... . Proposed.. ` ... . .... Boozeamrl Room 43 0 H ue rns-:Neck �4d .. ... 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