Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0025 WEATHERVANE WAY
.C:� �v�afhcrva.�t� �,� .\ rrti.,���_ ...t-, ,- w-_r--,i. 416 % TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 1 l� Map I q, Parcel 63 Application � I Health'Division Date Issued Conservation Division Application F' Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address 1 , Village ill c�c'S�f1�� 1i,lS _` Owner r!' N V.A d )J -r_1� A JC9Cl(�Sv l�tl Address Telephone S o _ 6 6 4—SQ2 " Permit Request Cm s4't UA a ,(�' ��n,i� V2M Square feet: 1 st floor: existing96i proposed 2nd floor: existingy�U proposed Eb Total new ya� Zoning District Flood Plain Groundwater Overlay Project Valuation u Construction Type V-MO'q ►� __ Lot Size �D S Grandfathered: ❑Yes ❑'No If yes, attach supporting documentation. Dwelling Type: Single Family`iA Two Family ❑ Multi-Family (# units) Age of Existing Structure 10 S Historic House: ❑Yes`�LNo On Old King's Highway: ❑Yes '*No Basement Type: 14,Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) 3 5a Basement Unfinished Area(sq.ft) q 1V Number of Baths: Full: existing new Half: existing new Number of Bedrooms: .3 existing O new Total Room Count (not including baths): existing new� First Floor Room Count Heat Type and FueI:""%Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes `iA No Fireplaces: Existing WO New C—C�S Existing wood/coal stove: ❑Yes 14 No c� Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: 0 existing Ll'hew size_ Attached garage*5i,existing ❑ new size —Shed: ❑ existing ❑ new size _ Other: f? , ca Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# r? Current Use 5 �� Proposed Use 1 c� ► �' 4 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) f �i� fox 0 g - �gtt 3 q3'1 Name Telephone Number Address ltr i c�o7i e5 W z) License # G �� Home Improvement Contractor# S q60 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Se,l 1 0\ �C, SIGNATURE DATE l ! d FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER - DATE OF INSPECTION: O!� 6 /7 (OJQ/fi( - FOUNDATION - - ' FRAME el o� - IN �lo Ala Y FIREPLACE ELECTRICAL: ROUGH FINAL___.__ PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ' a DATE CLOSED OUT ASSOCIATION PLAN NO. r To�yn of Bax-wtable Regulatory 5e114ces Thomas F. Geiler,Director 0 ,.`0� Bui.lding Division rEo Mk Thomas Perry, CBO,13ui1ding Commissioner 200 Main Street,. Hyajd6s,MA 02601 ' fvww.to•wn.barnstable.ma.us r Fax: 508-790-6230 Office( 508-862-4038 PLAN REVIEW To Map/Parcel: 1L Owner: Builder CO Project Address y The following items were noted on reviewing: 4 Aje, 4 O G Lv C S'J44 Reviewed by: e. Date: / /� � I i 1 . ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations. 600 Washington Street c Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please P�rin�tLezibly Name (Business/Organization/Indivi dual): I1n C., Cgn� C.I,G Address:-- (P - City/State/Zip: _ 5c c�i`� \4NN Phone #: © - 3�. Are you an employer? Check the appropriate box: Type of project(required): 1 .I am a employer with 4. ❑ I am a general contractor and I 6 ❑New construction emphiyees(full and/of 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 g, ❑ Demolition working for me in any capacity. employees and have workers' 9-�ABuilding addition comp.insurance.# [No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152,§1(4),and we have no 13.0 Other employees. [No workers' comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: L-% -.Q-, � . U Policy#or Self-ins.Lic.#: yV C J l "11�"�Sg 0 w 0�� Expiration Date: - �"1' Job Site Address: a �J \JzCO T-VG,YV, 1/ City/State/Zip: _ t Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance overage v rification. I do hereby certify un an enalt' s erjury that the information provided above is true and correct. /i Date: _f J to Signature: (� Phone# V 6 Official use only. Do not write in this area, to be completed by city or town officiaC 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.. lostructi®ns Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an einployee is defined as"...every person'in the service of another under any contract of hire, express or implied,oral or written.' An employer is defined as"an individual,partnership, association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, constriction or repair work on such dwelling house enant thereto shall not because of such employment-be deemed to be an employer." or on the grounds or building appurt MGL chapter 152;§25C(6)also slates 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 conunonwealth nor any of its political subdivisions shall enter into any contract for the performance ofpubJic-work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance, if an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidayit.should for the permit or license is being requested,not the Department of be returned to the city or town that the application Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below.•Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill.in the 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 fillAd out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-87.7-MASSAFE Fax # 617-727-7749 Revised 4-24-07 www.inass.gov/dia ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: i Gv-v' (o Site Address: print Town: M'r'JVc'6 6 A Applicant Phone: 0 — 0 Applicant Signature: Date of Application: `'� S I b 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 MINIMUM Ceiling or Basement Slab ❑ Option 1: Fenestration exposed Wall Floor Wall Perimeter AFUE HSPF SEER U-factor floors R-Value R-Value R-Value R-Value R-Value and De th National Appliance Energy R-10, Conservation Act(NAECA)of .35 R-38 R-19 R-19 R-1 O 4 ft. 1987 as amended,minimums or greater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck 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.energycodes.gov/rescheck/ ADDITIONS ORALTERATIONS,TO EXISTING BUILDINGS:OVER.5.YEARS OLD* *Buildings under 5 years old must use option 91 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equ4is Formula, (100 x b _ a) SF 100 x - _ � % of glazing n b a '(b) Glazing area equals / SF If glazing is:< 40%° use the chart below. If lazing is > 40.% roceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Slab Perimeter Ceiling and Fenestration Wall Floor Basement Wall R-Value Exposed floors R-Value R-value R-Value U-factor R-Value and Depth .39 R-37 a R-13 R-19 R-10 I R-10, 4 feet a R-3.0 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 Fora: found in Appendix 120.P r 4/29/2010 6:33:16 AM YS'J' (GMT-6) t'ROM: lusuraticevlslous.com-'1'G: 1.0066664321 edge: 2 of 2 CERTIFICATE OF LIABILITY INSURANCE DATE(MN/DDIYYYII) PRODUCER BRYDEN INSURANCE AGENCY INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 125 STATE ROAD ROUTE 6A ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE SANDWICH, MA 02563 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 506 888-2244 508 833-0680 INSURERS AFFORDING COVERAGE NAIC# COX CONSTRUCTION CO INC INSURER A-- 5 EMILY'S LANE INSURERB: SANDWICH MA 02563 INSURERC: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. D6R ADDIL POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION.LmL III= TYPE OF INSURANCE LINQTS GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTE, COMMERCIAL GENERAL LIABILITY P MISES ac oa $ CLAIMS MADE OCCUR MED EXP An one neon $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS.COMP/OP AGG $ POLICY F1 MET- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per aceidem) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACGDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS IUNBRELLALIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ S DEDUCTIBLE $ RETENTION $ $ A wORKERS cOmPmSATm WC1-31 S-487580-079 6/14/2009 6/14/2010 1 WC STATU OTH- AND EMPLOYERS'LIABILITY Y I N ER ANY PROPMETOR/PARTNERIEXECUTNE EL.EACH ACCIDENT $ 100000 OFFICER/MEMBER EXCLUDED? E (Mandatory in NH) El.DISEASE-EA EMPLOYE $ 100000 If yes,deserae under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500000 OTHER DESCRIP OF OPERATIONS/LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Workers Compensation Insurance:Part One of the policy applies only to the Workers Compensation Law of the State of MA. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELED BEFORE THE EXPIRATION TOWN OF BARNSTABLE DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAD. 10 DAYS wRrrMN 200 MAIN STREET NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL HYANNIS MA 02601 IMPOSE'NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORRED REPRESENTATIVE „ Jeff Eldridge ACORD 25(2009101) ©1988-2009 ACORD CORPORATION. All rights reserved. CEAT NO.: 7315034 CLIENT CODE: 1299960 Deb Corby 4/29/2010 8:50:55 Am page 1 of 1 L.-- V# '« Town of Barnstable Regulatory Services BAMSTABM v mass. Thomas F. Geiler,Director Fn,19. � Building Division . Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, J�10 605 LOn as Owner of the subject property s-- hereby authorize I am Gel to act on my behalf, in all matters relative to,work authorized by this building permit application for. (Address of Job ' /6 AP f kSignat(Oof er Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. QTORMS:OWNERPERMISSION d Town of Barnstable , 4 Regulatory Services " Thomas F.Geiler,Director r BARNSTABLE, t MA& 9q,A 1639. ��� Building Division lEo a 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: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for'"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such . "homeowner"shall submit to the Building Official on a form acceptable to the.Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures_and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFU-ES\FORMS\bomeexempt.DOC ATTORNEY: JEPSKY & SACK 19400 PLAN BOOK: 411 PAGE:95 LOT(S):12 LENDER: GATEWAY FUNDING PLAN NUMBER: OF OWNER:NANCY PECKHAM APPLICANT: HELENA STEJSKAL & CLIFFORD JOHNSTON REGISTERED LAND DATE: 06/30/2004 SCALE: 1 A=50' REGISTRATION BOOK: PAGE: CERTIFICATE OF TITLE: FLOOD HAZARD INFORMATION PLAN NUMBER: LOT(S): FLOOD MAP COMMUNITY NO.: 250001 ZONE: C ASSESSORS MAP PANEL: 0015C DATED: 08/19/1985 MAP: 147 BLOCK: PARCEL 39 " V N/F PATOKA N/F TRAFTON N/F SMITH N/F WHITELEY CONC BND(fnd) 17.62' 254.78' LOT 13 43,561 S.F.t DEC � N N/F CONNELL N LOT 14 272.40' WEATHERVANE WAY MORTGAGE LENDER USE ONLY THIS IS THE RESULT OF TAPE MEASUREMENT, NOT THE RESULT DESLAURIEM —OF-AN INSTRUMENT_SURVEY AND IS CERTIFIED TO THE TITLE INSURANCE COMPANY AND ABOVE LISTED ATTORNEY AND LENDER. r_ e CCOCI M,INC 40 KENWOOD CIRCLE, SUITE 8, FRANKLIN, MA110`21038 THERE ARE NO DEEDED EASEMENTS IN THE ABOVE REFERENCED TEL.:(800)287-8800 FAX.:(508)528-4011 DEED OR ENCROACHMENTS WITH RESPECT TO BUILDINGS SITUATED ON THIS LOT EXCEPT AS SHOWN. SNOF &4 THE LOCATION OF THE DWELLING SHOWN DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD ZONE. NORM c IRVI G LIPSI THE LOCATION OF THE DWELLING AS SHOWN HEREON EITHER NO. 2 WAS IN COMPLIANCE WITH THE LOCAL ZONING BY-LAWS IN GIST EFFECT WHEN CONSTRUCTED (WITH RESPECT TO STRUCTURAL �� n,i �HOF, f1AICHELE s ' 780 CMR. STATE BOARD OF BL'ILD!NG REGULATIONS AND STANDARDS �o �;\,l o CUDILO - THE MASSACHUSETTS STATE BUILDING CODE U No.34774 j AWC Guide to Wood Construction in High Wind A 10 h Wind Z I STRUCTURAL ) �* g n Areas: 1 mph n one l Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' .o c�•. STE NG�� ,t`NW_F 0 Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust) .. ............. ............ ...... ...... ........... 110 mph — Wind Exposure Categoryy ............. ... ... .. ..... .... .......... . ........... .. .. B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2 stories s 2 stories _ Roof Pitch .......... ........ . ..... ...... (Fig 2) . . .............. ... � s 12:12 _ Mean Roof Height .... ........ .... .. ...... (Fig 2) . ....... .......... . ft s 33' Building Width,W ...... ......... .. ...... (Fig 3) ........... .. . ..... 2? ft s 80' —_ Building Length,L ... ........... ......... (Fig 3) ........... ........ ft s 80' _ Building Aspect Ratio(L/W) ......... ... ... (Fig 4) . .. .... .... .. .......=s 3:1 _ Nominal Height of Tallest Opening' .... . .. . .. (Fig 4) '- _ 1.3 FRAMING CONNECTIONS General compliance with framing connections. .. (Table 2) ..... ........ . .... ........... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete .......................... ........ ..................... ... ........ _ Concrete Masonry ..... .............. ... ..... ............ .. ....... ...... . .... 2.2 ANCHORAGE TO FOUNDATION'•) Anchor Bolts imbedded or%'Proprietary Mechanical Anchors as an alternative in concre a only Bolt Spacing-general.................. ('fable 4) . . in. — Bolt Spacing from endroint of plate ....... (Fig 5) .........`...... zin. s 6"-12" — Bolt Embedment-concrete........... ... (Fig 5)...... ................. .-2 in.z 7" — Bolt Embedment-masonry.............. (Fig 5) ................... — Plate Washer ......................... (Fig 5) .. ................. a 3"x 3"x'/4" — 3.1 FLOORS Floor framing member spans checked ......... (per 780 CMR 55.00) .................... — Maximum Floor Opening Dimension.......... (Fig 6) ..................... =ft s 12' — Pull Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) ............. _ Maximum Floor Joist Setbacks Supporting L.oadbearing Walls or Shearwall (Fig 7) ....................... =ft s d _ Maximum Cantilevered Floor Joists Supporting Loadbeating Walls or Shearwall . (Fig 8) ....................... =ft s d — Floor Bracing at Endwalls .................. (Fig 9) ............................... — Floor Sheathing Type ..................... (per 780 CMR 55.00) ................. — Floor Sheathing Thickness ................. (per 780 CMR 55.00) ............. in. — Floor Sheathing Fastening .................. (Table 2)-ad nails at--Lin edge/Lin field _ 4.1 WALLS Wall Height L.oadbeating walls ..................... (Fig 10 and Table 5) ........... aft s 10' — Non•Loadbearing walls ................. (Fig 10 and Table 5) ..........6.Zft 120, _ Wall Stud Spacing ................. ....... (Fig 10 and Table 5)....... in. s 24"o.c. _ Wall Story Offsets ........................ (Figs 7&8) ..............�. —ft s d — 4.2 EXTERIOR WALIV Wood Studs Loudbearing walls ..................... (Table 5) ............2x_[_--aft 0 in. — Non-Loadbearing walls ................. (Table 5) ............2x -Laft o in. Gable End Wall Bracing' — — Full Height Endwell Studs ............... (Fig 10) .... _ WSP Attic Floor Length ................ (Fig 11) •ill• f� .`.' L ft a W/3 _ r--"--Q.ilino 1 »rtb Of WS ...,A -A)M..7 t> .... and 2 x 4 Continuous Lateral Brace®6 ft.o.c...(Fig 11)............. ................ _ or 1 x 3 ceiling furring strips® 16"spacing min.with 2 x 4 blockin ®4 ft.spacing in end joist or truss bays ...................... ................. . . ... ........ ..... Double Top Plate — Splice Length... ....... ........... .... (Fig 13 and Table 6) .... ............ 2 ft _ Splice Connection(no.of 16d common nails)(Table 6) . . ..... . ....................� 1054 780 CMR-Seventh Edition 12/28/07 (Effective 1/l/08) SH OF?Hq_ " O 780 CMR: STATE BOARD OF BUILDIN Qi G REGULATIONS AND STANDARDS � �YA CUDIto APPENDICES � f 1_1 No.347 i 4 u,i Loadbearing Wall Connections STRUC7URAt• i Lateral(no.of 16d common nails �[ z ) ......... (Tables?) . .. ...... Z Non-Loadbearing Wall Connections D� Lateral(no.of 16d common nails) ......... (Table 8) .........• . .. . . .........Srpryn�r' Load Bearing Wall Openings(record largest opening but check all openings for compliance t. o Table 9) Header Spans............ ............. (Table 9) Sill Plate Spans ......... '''''' '''•• ••• -�ft yL in. Full Height Studs(no.of studs (Table )e 9) ' ' '''' ''' '•,,• ft in.s I V (record largest opening Non-Load Bearing Wall Openings8 .•• ..• • •but check all o lam 'nin s 8 for compliance pliance to Table 9) Header Spans...... ..................... (Table 9) ........ G Sill Plate Spans.... . . •... ..... -a ft a in. s 12' _ Full Height Studs(no.of studs (Table 9) .. . .. ... . ....Lift ciin. s 12" _ ) .. •........ (Table 9) .... .. .. . ... . ........ .Exterior Wall Sheathing to Resist U lift and Shear Simultaneously' Minimum Building Dimension Nominal Height of Tallest Opening'....., I u SheathingT G 6.8,. Type ..... . ..... ...... ..... (note 4)............ s) . ..... .:: t Edge Nail Spacing .. ............... .. (Table 10 or note 4 if less) ....... rn,Field Nail Spacing ....•. (Table 10 Shear Connection(no.of 16d common nails ) •''' L in. Percent Full-Height Sheathing )(Table 10) •• •• '— )... ....... . ... .......... _ 5%Additional Sheathing f r Wall Maximum Building Dimensio nL with Opening>6'8"(Design Concepts)........... . Nominal Height of Tallest Opening' ......., c u ...c+ t 6'8" Sheathing Type ...... . ............... (note 4)........ ................ Edge Nail Spacing (Table I I or note 4 if less) ......... Field Nail Spacing ....... ......., Table I 1 TT in. — ( )........... ....... ... . _Z in Shear Connection(no.of 16d common nails)(Table 11) .. Percent Full-Height Sheathing .......... (Table 11 &T� 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) . �e% _Wall Cladding gn P )•• ••••••... Rated for Wind Speed? •. 5.1 ROOFS — Roof framing member spans checked? (For Ratters use AWC Span Tool,see BBRS Website)Roof Overhang............ — oadbe ing W •: (Figure 19) ...... �ft s smaller of 2'or L/3 . Truss or Rafter Connections at Loadbearing Wa11s --- ' Proprietary Connectors Uplift .................. Lateral (Table 12)....... U=253 Shear.............................. (Table 12).................... L= Sf'Il/`tPS�7� Rid S _ collard (Table 12)............... ..... S- tl 2 c$ Gable Rake Outlookerns,i ot�per page 21(Table 13)............. T==p f _ Truss or Rafter Connections at Non-Loadbearing Walls(F gure 20) '�,!'J� _ft s smaller of For L/2 Proprietary Connectors Uplift ........ (Table 14). Lateral(no.of 16d common nails) .• . (Table 14).. ••'''''' U lb. — Roof Sheathing Type ............. .. (per 780 CMR 58.00 and 59. L=--Ib. Roof Sheathing Thickness ......... -t ........... -- Roof Sheathing Fastening ................. ..T ble 2) ......�r k-7/��SP�p (Table 2) c�,• 7 Notes: � t 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 Streps.per Figure I 1 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: shown 7hbghtso f and to 8 ft.shall be Permitted when 5%is added to the percent full-height sheathing 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated M2-grade. 4• a. From Tables 10and,I 1 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements 12/28/07 (Effective 1/1/08) 780 CMR-Seventh Edition 1055 AWC' G►ride to Wood Co►►slr►tclio►► in High if"h►d Areas: !10 ►►►ph Whid Zo►►ef ,.r Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1) U`����� or-- a. 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: L 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 '-w►l'TM RESM oM MAXWO UNed w as AT$ba 11 11 ' 11 1/ n 11 r M 11 11 11 11 11 11 11 11 M M 11 11 11 11 11 11 11 n Is 1 It %1 tl 1 11 /1 11 IL Z I 1 111 66 .4 N 11 It 11 11 �mi 11 11 fl ----- II 141 11 �' w r �♦ See Detall on Next Page Vertical.and Horizontal Nailing for Panel Attachment i i �KnPos� �vDt�. 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDICES HA .s'fa*1-s OIL- FRAVING MEMBERS EDGE , i 3AWr i 3'MK i 477771 STAGGERED 3'MN. NAIL PATTERN PANEL PANEL.EDGE C DOUBLE NAIL EDGE SPACING DETAIL Detail Vertical and Horizontal Nailing for,Panel Attachment 1"/07 (Effective 1/1/08) 780 CMR-Seventh Edition 1057 GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS 1. All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min. 5/8"diameter, 12"long,w/2-1/2"hook spaced 4'o/c,ppr in concrete piers w/ Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage). V,0-K. FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load: Criteria used for 110 MPH Exposure B. 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively, field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c.Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Fc_per-750 psi, Fc_par2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5.Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 48"o/c; Rafter to Ridge Plate: Collar ties min. 1x6Q 48"o/c at top or Simpson Straps over top of plywood spaced 48"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at48"o/c 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32" larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7.Blocking: a.Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c,maximum height. Comers to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-I0d toenails ea.end,or 2-16d end-nails ea.End d. New Framing:Provide 2x blocking for 2 joisVrafter bays and spaced 48"o/c in joist and rafter plane at all ed !aq plywood edges to this blocking 8.Nailing Schedule: o`er MICHELE ! ` All nailing shall be in accordancemith Appendix 120.Q,unless noted herein specifically. CUDILO Multiple Studs 16d Q 12"staggered o a.All nails shall be common wire nails. No. Up. +.. STFie1CTUFif. , b.Sub-bore where;nails tend to split wood. 9. Headers less than 4'-0' use 2 2x6;all others per MA State Building Code Table 5502.5 )and 2). MICHELE CUDI O �cP.E. Coneultina Structural Enaineer T 123 Cottonwood Lane, Centerville, Maeaachusette 02632 Drawn By: MC Date: ¢ / / D D r awi n g M fllZdr�S ILL f� M� Scale: AS NOTED Rev. 0 SK- File Name: Project No.: �`0 1b1 by Weyerhaeuser 2 PCS of 1 3/4" x 11 7/8" 1.9E Microllam@ LVL TJ-Beam 6.35 Serial Number:7005107030 10 Page User: En in Version: PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOA DS LISTED LOADS: Product Diagram is Conceptual. Analysis is for a Drop Beam Member. Tributary Load Width: 12' Primary Load Group-Residential-Living Areas(psf):0.0 Live at 100%duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 0.0 40.0 0 To 13'6" Adds To Uniform(psf) Floor(1.00) 30.0 12.0 0 To 13'6" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.07" 2430/2129/0/4559 L1: Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam®LVL 2 Stud wall 3.50" 3.07" 2430/2129/0/4559 L1: Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam®LVL -See iLevelS Specifier's/Builder's Guide for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Result Shear(Ibs) 4447 Location -3694 7897 Passed(47%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 14638 14638 17848 Passed(82%) MID Span 1 under Floor loading Live Load Defl(in) 0.285 0.439 Passed(U554) MID Span 1 under Floor loading Total Load Defl(in) 0.535 0.658 Passed(U295) MID Span 1 under Floor loading -Deflection Criteria:HIGH(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 8'5"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevelS. iLevelS warrants the sizing of its products by this software will be accomplished in accordance with iLevelS product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevelS Associate. -Not all products are readily available. Check with your supplier or iLevelS technical representative for product availability. -THIS ANALYSIS FOR iLevelS PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevelS Distribution product listed above. -Note:See iLevelS Specifier's/Builder's Guide for multiple ply connection. .tN OF tAASS PROJECT INFORMATION: °A- Y� for: COX OPERATOR INFORMATION: O MICHELE (;. •; 25 WEATHERVANE Z CU®ILO Michele Cudilo C N0.34774 Iv,, MARSTONS MILLS Michele Cudilo, P.E. S-TRUCTURAL, ( I•: 123 Cottonwood Lane ¢z Centerville,MA 02632-1979 gEGIST��'�?-����{u Phone:5087717601 NM- Fax :5087717163Federal Y mcudilo@comcast.net icrollamo is0a gregistered® by M trademark of i Levelo. POP C:\Program Files\Trus Joist\Job Files\2010-60Coxlbl.sms ■ 1b2 by Weyerhaeuser 2 Pcs of 1 1/2" x 9 1/4" 1.4E Solid Sawn Spruce Pine Fir#2 TJ-BeaUser:2m4/6.35 1/20101: Number: :25PM7005,070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN User:2 4/21Y20101:1e:25PM Pagel Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:22' a, o' o � 17' ` 17• w Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1'4" Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 0.0 100.0 O To 22' Adds To Uniform(psf) Floor(1.00) 30.0 12.0 0 To 22' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UplifUTotal 1 Stud wall 3.50" 1.50" 458/582/0/1040 By Others None 2 Stud wall 3.50" 2.45" 1264/1863/0/3127 By Others None 3 Stud wall 3.50" 1.50" 458/582/0/1040 By Others None -See iLevelS Specifier's/Builder's Guide for detail(s): By Others DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 1564 1352 2498 Passed(54%) Lt.end Span 2 under Floor loading Moment(Ft-Lbs) -3388 -3388 3430 Passed(99%) Bearing 2 under Floor loading Live Load Defl(in) 0.073 0.361 Passed(U999+) MID Span 2 under Floor ALTERNATE span loading Total Load Defl(in) 0.137 0.542 Passed,(U950) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria: HIGH(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'11"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. -The load conditions considered in this design analysis include alternate member pattern loading. PROJECT INFORMATION: OPERATOR INFORMATION: jH OF cox addn Michele Cudilo 0 Michele Cudilo,P.E. MICHELE � CUDILO In marstons mills 123 Cottonwood Lane NO._347 ' 74 -+ Centerville,MA 02632-1979 STRU °' Phone:5087717601 CTURAL Fax :5087717163 mcudilo@comcast.net rJ l/z Copyright O 2009 by il,evel®, Federal way, WA. C:\Program files\Trus Joist\Job Files\2010-60Coxlbl.sms ��29/1 o '` '`lass:�chuse�is - Ieepar'i►ui:et of f'u: lc Saitir Board of Building Rc"ul,ttions and Standards Construction Supervisor License License: CS 44872 Restricted io: 00 THOMAS P COX - f:VNINNIES WAY F, ;• :E SANDWICH, MA 02537 Expiration: 11/28/2010 _ Trd 7107 . ✓!ae Toom�i�zoiva •�°�./�baaac�ucveC�a . Boar&of Building Regulatio'9s and.Standards HOMEIMPR License or registration valid for individul use only i OUEMENT'CONTRACTOR before the expiration date. If found return to: — Registration: 105400' Board of Building Regulations and Standards Expiration:Y7/17/2010 Tr# 270415 One Ashburton Place Rm 1301 Type: DBA.. Boston;Ma.02108 COX CONSTRUCTION COMPANY �7 Thomas. Cox ;.. 6 WINNIES WAY,, East Sandwich;MA 02537 Administrator Not valid without signature r MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane•Centerville,Massachusetts 02632-1979•(508)771-7601 •Fax(508)771-7163 mcudilo@comcast.net August 16,2010 Tom Cox Cox Construction 6 Winnie's Way E. Sandwich,MA 02537 RE: Proposed Resd.Addn. i25 WEATHERVANE WAY,Marstons Mills,MA Dear Mr.Cox, I am in receipt of your email request for documentation,and the following nailing verification on the exterior sheathing at the above captioned project. As received: "This email is to inform you as to the nailing pattern used for applying the sheathing at the above "subject" location. 2 3/4 ring shank nails were pneumatically applied to fasten 1/2" CDX plywood vertically from sill plate to top'plate every 3" on the perimeter and every 6-8" in the field. 16d smooth shank nails were applied at the plate/box area. None of the fasteners I observed were countersunk more than 1/16-1/8 of an inch into the plywood. Tom Cox" This is consistent with the requirements for the sheathing nailing for the project,which was shown on the stamped Code Checklist. This office accepts this framing item as completed satisfactorily. Si rely, ,-1 /2009-105 1H OF MgSs O� 9 FArCHELE 0 CUDILO No•34774 STRUCTURAL -o Q TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map /Parcel 210'�� Application# 5-&—4— Health Division Conservation Division Permit# _ Tax Collector Date Issued 61 Treasurer Application Fee PGA y/a 1 4 Planning Dept. Permit Fee kp 3),5'co Date Definitive Plan Approved by Planning Board ' �v Historic-OKH Preservation/Hyannis Project Street Address VAne, UJ k;�z Village 1loy.5toY) Owner v1L• z'ol1V-)-,toY\ Address Telephone '10 9 3 0b Permit Request s n S Y2 YD _—� Square feet: 1st floor:existing proposed 2nd floor:existing 7 it proposed Total new 0 Zoning District �CS Flood Plain Groundwater Overlay Project Valuation cO 0 Construction Type Lot Size Grandfathered: ❑Yes drNo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure )W14 1 otA► Historic House: ❑Yes YNo On Old King's Highway: ❑Yes 4-010 Basement Type: C Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) a Number of Baths: Full:existing Z new Half:existing new Number of Bedrooms: existing_� new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: �91'G/as ❑Oil Cl Electric ❑Other Central Air: El Yes W No Fireplaces: Existing New Existing wood/coal stove: ❑Yes YNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑ Sig Attached garage:Yexisting ❑new size Shed:❑existing ❑new size Other: n� Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes YNo If yes, site plan review# e;=. Current Use Proposed Use BUILDER INFORMATION Name L I Oa h►'�s�� Telephone Number ,Address I A)C04 License# MCA"( -Von S n,; J J s Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1 PSIGNATURE DATE FOR OFFICIAL USE ONLY ` PERMIT NO. A DATE ISSUED ` MAP/PARCEL NO. ` ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME 1✓ i2 O� Q3�7/`t�lG-` �� See� ts 1h � 5 v► INSULATION Jghvs O K e D 6, FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ` FINAL BUILDING r N DATE CLOSED OUT ASSOCIATION PLAN NO. :y s r _ 1 he Uommonwealth,o f Massachusetts Department of IndustrialAccidents Office of Investigations . a 600 Washington Street . Boston,MA 02111 K ,�•�, www.mass.gov/dia ' Workers' Compensation Insurance Affidavit: Builders/Contractors/]Electricians/Plumbers Applicant Information Please Print Lezibly Name(Business/Orgenizatio dividu (;1i�!' Sn h.l S�t'1 -Address: �,5 w-t&tl.e.vval1e, Woiw City/State/Zip: flay-%-ors tia is , r t4 . p 6 9 8 Phone:#: Are you an employer? Check the'appropriate box: -'type of project(requited):, . 1.❑ I am a employer with 4. I am a general contractor and I employees (fall and/or part-time).* have hired the stab-contractors 6..Q New construction . 2. I am a'sole proprietor or partner- listed on the attached sheet. 7.=[ Remodeling ship mdhave no employees "These sub-contractors have g, 0 Demolition ' working for me in any capacity, employees and have workers' .. [�Building addition [No workers' comp,insurance comp,insurance.# required.] 5, 0 We are a corporation and its 10.0 Electrical repairs or additions 3. I am a homeowner doing.all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per exercised. 12.0 Roof repairs insurance required.]t c. 152, §1(4), and we have no employees, [No workers' 13. Other comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether ornot those entities have employees: If the sub-contractors have employges,they must providt:their workers'comp.policy number. Aram an employer that is providing workers'compensation insurance for my employees. Below is.thepoZicy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: 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 up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true anil, correct.- Situe:. Date: A r0 a Phone 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#: hf®rati®n and Intructons 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 hiie, 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 receivm_nr=tee•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." MCTL 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 insur-ance requirements of this chapter have been presented*to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),addresses)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companie-s'(LLC)of 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. R. 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 rega-rding the law•or.if you are required to obtain a workers.'. compensation policy,please call the Department at the n=ber listed below. Self-insured companies should enter their. self-insurance license number on the appropriate-line. City or Tows►Officials. Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact'you regarding the applicant, Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy-information(if necessary)and under"Job Site Address"the applicant 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 hke to thank you in advance for.your cooperation and should you have any questioEa,_- please do not hesitate to give us a call. The Depaxtrient's address,telephone-and fax number:- The CoznMonWealth of Ma4sae",usotts Department of la al Awi,dfents Office of Investigations 600 Washingtcai Street Easton,MA 02111 Tel,#617-7-27-490.0 ext 406 or 1-V7 MASSAFE Revised 11-22-06 Fax#617-727-7749� w.ww..mass.gav1dia ' °FINE, Town of Barnstalble Regulatory Services �s MASS Thomas F.Geiler,Director �.e 039. ♦0 �En ,ra Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-8624038 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, improvement,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: T I n 1 A i X-I bcnst m-e Y14 Estimated Cost 000 Address of Work: oZf we 'P\fr%rAy1e WO - r16r%fp ), r1if js nA a�6yi Owner's Name: C I%F P A- Re if Vi o, so h y�S f o,h Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job 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. 5Z 0-:7 4,6 r Date O-(vneri Name Q:fomns:homeaffidav r RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition S 50.00 ' Alterations/Renovations S 50.00 P ennit Amendment ' Building S 25.00 . . F, E YALIJE WO•RKSHEET NEW LIVING SPACE square feet x$96/sq,foot= x.0041= plus f ombelow(if applicable) ALTERATIONS/RENOYATIONS,OF EXISTING SPACE qsquare feet x$64/,sq,foot= y x.0041= I O 3 plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq,ft,= x,0041= ACCESSORY STRUCTURE>120 sq,ft. . >120 sf-500 sf $35,00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00. >1000 sf- 1500 sf 100.00 , >15.00 sf-Same as new building pem3it: , square feet x'S96/sq,foot= x,0041= STAND ALONE PEItMiTS ` Open Porch x$30,00 (number) Deck x$30.00= ' (number) Tlreplace/Chimney x$25.00=' (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25,00 RelocationlMoving 3150.00 (plus above if applicable) P ermit Fee Prajcast • Rnv;063004 • 4 TUDI!imz lv teontmoeq • prescriptive Packages for Gne and Two-Family RaldeotW Baildlags'Reated with' °+g"FP°li 111AXf11iUM mmimIIM Glazing Glazing Ceiling Wail Floor Basemrat Slab $eatiaglCooling Arm'(%) U-velur= R-value' ' R-value' R•Yaluc' Wau pmimcw Equipment Efficiency' Pale R-value' R valuer 8701 to 6500 Heating f)egrsr Dayar t 12% . 0.40 33 13 19 10 6 Narassl R 12% 0.52 30 19 19 10. 6 Normal g . 12% 0.30 31 13 19 10 6 13-AFUE T : 15% 036 33 13 25 N!A N/A. Normal L1 13% 0.46 311 I9 19 10 6 Nomsal V 15% 0.44 311 13 25 NIA• NIA 113 AFUE W 15% om 30 19 19 10 6 115 AFUE X ISMI 032 33 13 21 NIA NIA Normal y 18%. 0.42 39 19 25 N/A N/A� Normal LAA Z 18% 6,42 311. 13 19 10 6 90 AFUE 19% G.90 30 19 19 10 6 90 AFUE 1, ADDRESS OF PROPERTY: r s k"i (�� �� `�V Cl►n-p- Wom- Flow-bl+o ns .n ��� ti A , 2, SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3, SQUARE FOOTAGE OF ALL GLAZING: 4, %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q—AA-see chart above): ; NOTE: OTHER MORE INVOLVED METHODS OF DE iERMWING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION, BUILDING INSPECTOR APPROVAL: YES:. NO: q fo= 9S0303a Town of Barnstable yP�pP THE Tp��O� ` Regulatory Services BARNSrASLE, . Thomas F.Geiler,Director MASS. 1639• p�� Building Division TED � 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 t.f DATE: 1 � �-7 JOB LOCATION: tLA)e��7 Y Vt,y/'- GIO�y rl-AY-7 I o � l G.l 11.E number street village IIOMEowrr>;R": -f f�� t e i�U �h r�s fn r' S3 8 3 y name ` Lhome phone# work phone# CURRENT MAILING ADDRESS: l '`P Yv Ol Yl e ING� +D7\ s P/W n�, 0 6 Y city/town T 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 require ents. S gnature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. . HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for.hire to do such work,that such Homeowner.shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt ,.0;.. ;. .. rg c � V • ��TMf)0 TOWN OF BARNSTABLE Permit No. .34..29...... BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash 7 Yl i6TP �teur' HYANNIS.MASS.02501 Bond X CERTIFICATE OF USE AND OCCUPANCY Issued to Greenbrier Homes, Inc. 1 Address Lot #13, 25 Weathervane Way Marstons Mills, Mass. . USE GROUP FIRE GRADING OCCUPANCY-,LOAD THIS PERMIT WILL NOT BE VALID; AND THE.BUILDING SHALL; NOT BE'OCCUPIED'UNTIL SIGNED BY•THE. BUILDING-INSPECTOR• UPON SATISFACTORY,COMPLIANCE.WITH TOWN REQUIREMENTS AND INACCORDANCE'WITH SECTION.119.0 OF THE MASSACHUSETPS`STATE BUILDING CODE.'_ January . 23' .. 19. .92..... Building Inspector . , kof jL,e /etis -e i/ Assesor's office (1st floor): INE ` Assessor's map and lot number ..��. ..../... .fJ..... D.�. jo Board of Health'(3rd floor): 6 d � BB9mTA DLE,Sewage Permit number ....... ..... C SEPTIC SYSTE�a9 aEngineering Department (3rd floo : M Housenumber ........................................................................ INSTALLED IN COMP Definitive Plan Approved by Planning Board --j-"_a__e-_-___�'______19_7_ WITH TITLE 5 APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00.2:00 P.M. only ENVIRONMENTAL CODE ANQ. APPROVED T O W N OF B A R N S T X�� dJLAT10NS B.tnRteble Conservation p n"BUILDING INSPECTOR Signed Ca.v ST2 veT, .�wEc er.r G ............................................................. APPLICATION FOR PERMIT TO .............................................`.......... ....... "TYPE OF CONSTRUCTION ..srn! c E....... �."I r t..`y...,1 ..�"'°°'�........ 7!z ........................................... /0.....7.e..................10/.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies/for a permit according //to the following information: �Or n.�s� vs 1LGS Location ......................................................................................r/......�...................... ......................................................... Proposed Use .......�16C. o r� wecCLrn.4 ... .................................. 7.........6.......................................................................................................... ZoningDistrict ........................................................................Fire District •.............................................................................. Name of Owner �KFENR e1E'� ��6'"cSC: Address 0, �a1C sio �c.��c-�v1tCF ................................... . ........ .. ............................ . .................................................... Name of Builder .......s° e ...................Address Nameof Architect ............ ..................................................Address .................................................................................... Number of Rooms ..................................................................Foundation ...?vkyred........00KC!-e-&e ................................................ > 6ogrd 6ecaExterior ............. ..........r....or.. v;.�..fir , WC...S�:. �45Roofng ......a. P.�..`.�../...f............................. Floors ...C�. ,PE.'... �:. .YC.............................................Interior .......SAe�E�oc� ...................................................................... Heating .........N.A..../......A.s ......................................................Plumbing z h���s ......................................................................... h. �u ( _. Fireplace ...............tu2............................................................Approximate Cost ............ys.... ..'............................. .......... Area ....... �v....5- .......... Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the To o Barnstable regarding the above construction. Name .. . ... .. . .. �............................................... Construction iaor's License .C1.�. 3,9 ............ • i GREENBRIER HOMES, INC. w a No 34729•.. Permit for `1.z.....StA>^y............ S n xly....D.; e.].l i ng...... Location ... ,o ...#.�.3, ..=2.5. :W.eatherVane Way y mar.ston2:M lls......................... Owner ....Gz.�en? r • Type of Construction .F.r.ame........................... Plot ............. .............. Lot ................................ 4 Permit Granted ...De.Camber...3.,........19 91 Date of Inspection ...............19 s. Date Completed ........19 �e tz ' t 1 � - } k G� BARNSTABL A, 'N1 cHusETTs LDIN7-03 91 51i I w ! DATE December 3 - OWileL,r - ,9= PERMIT NO. PPLICANT -�+ ADORES°._• • '(NO.) (STREET) (CONTR'S LICENSEI PERMIT TO 'Build dwelling ( 1}) STORY_ Single family dwelling NUMBERN OF G UNITS 1 (TYPE Of IMIIPOVEME ! N0. L' (PROPOSEO USE) AT (LOCATION) lo• f�l.. 1S Weathervane Way,. Maratov4e Mills ZONING Kg (NO.) ;'.I. 7TT (STREET) DISTRICT �., BETWEEN AND .;1i ROSS STREET) ' (CROSS STREET) . I SUBDIVISION :.., LOT BLOCK SO E qr -. BUILDING IS TO BE WIDE BY FT. LONG BY FT; IN HEIGHT AND L}SHA CONFORM IN CONSTRUCTI TO TYPE ua E GROUP I '��..-Hr BASEMENT WALLS OR FOUNDATION I (TYPE) REMARKS: -i 1' Sewage #91-531, 7", ems. BOND AREA ORi. ,000. FEE 61.50 VOLUMEE •7GS B((i��t.• 45 ESTIMATED COST ,t .(CU#IC/SQUARE FEET) -- OWNER, Ge ,1{b€fiat Homee, Inc. /}+,��• ADDRESS "II• aMA 02632 'BY DEPT. ! . JJJ11r I?' THIS PERMIT CON(' .! 11�{ NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY C PERMANENTLY. E ACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE A PROVED BY THE SP ICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINE FROM THE DE PAR N •OF PUBLIC WORKS.' THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIOI 1 OF ANY APPLICA S OQIVISION RESTRICTIONS. I .MINIMUM OF THRrEE+' ALL- INSPECTIONS -APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE I RE PERMITS ARE REQUIRED FOR ( ALL CONSTRUCT�I W KQR CARD KEPT POSTEO.UNTIL FINAL INSPECTION HAS BEEN ELECTRICAL,=PLYUI%DHVG_� ANt, L` t. FOUNDATIONS QQI� "FO TIMGS. MADE. WHERE A,CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2.'PRIOR TO COVp (NG:I;TRyCTURAL QUIRED.SUCH BUILDING SHALL NOT BE OCCUPIED.UNTIL MEMBERS(RE A,p TQ'!4AT'H). FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPEC ' OCCUPANCY. I•,: N ��ISJ.RE OST THIS CARD S® IT IS VISIBLE FROM STREET BUILDIN i•j P�Q� PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 r 9,2 0 ,v vr G �i 3 I HEATING INSPECTION APPROVALS EN INEERIN EPARTMENT BOARD OF HEALTH OTHER SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROC(D UNTIL THE INSPEC- PERMIT W!LL BECOME NULL AND VOID IF CONSTRUCTION I TOR HAS APPROVED THE YARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE INSPECTIONS INDICATED ON THIS CARD CAN CONSTRUCTION. tr Y PERMIT IS ISSUED AS N ARRANGED FOR BY TELEPHONE OR WRITT C'.0 D ABOVE, NOTIFICATION. ' LOT 14 .0 �o • TOF ELEV. = 102.0' 32 0 LOT 13 �s 43,561 sq.ft.f o �\ LOT 1 r . 2 THIS PLAN IS NEITHER INTENDED 1 12/3/91 INITIAL ISSUE CF N0. DATE DESCRIPTION By FOR, NOR SHALL IT BE USED FOR AS-BUILT FOUNDATION PLAN-LOT 13 MORTGAGE LOAN PURPOSES. WEATHERVANE WAY w yM BARNSTABLE, MASSACHUSETTS F - FQt or M4.:;, GREENBRIER DEVELOPMENT CORP. " = I CERTIFY THAT THE FOUNDATION � PAU SCALE: 1 40' JOB NO. 1599/1599 L A. � SHOWN ON THIS PLAN IS LOCATED 10 LEVY 40 80 ON THE GRO S INDICA "I No. 10617 y vV �. LEVY, ELDREDGE & WAGNER ASSOCIATES INC. ATE / RE S T RED LAND SURVEYOR 1 ' ' ENGINEERS- WIDSCAPE ARCNITEC15 PIMN,ERS` WID SURVEYORS 889 WEST MAIN STREET CENTERVILLE, MA 02632 „ - DEPARTMENT OF PUBUC SAFETY a COMMONWEALTH 1010 COMMONWEALTH AVE. '• OF BOSTON,MASS.02215 �e d ' r MASSACHUSETTS ENCLOSE CHECK OR MONEY ORDER LICENSE FOR REQUIRED FEE, CONSTR. SUPERVISOR EXPIRATION DATE MADE PAYABLE TO 06/30/1993 EFFECTIVE DATE LIC NO. RESTRICTIONS > "COMMISSIONER OF PUBLIC SAFETY” NONE = 06/30/1991 001397 I (DO NOT SEND CASH). m WILLIAM E DAC EY m 290 GREEN DUNES DR PO 8 WEST HYANNISPORT MA 02P EASE NOTE FEE INCREASE I I I • PHOTO(BLASTING OPR ONLY) FEE: E fECTIVE FEB. 1� 1989 100.00 NOT VALID UNTILA16NED BY LICENSEE AND OFFICIALLY . HEIGHT: ��� - ----SIGNATURE OF LICENSEE « SIGN NAME IN FULL-ABOVE SIGNATURE LINE THIS DOCUMENT MUST BE CARRIED ON THE PERSON OF THE HOLDER WHEN ENGAG• COMMISSIONER OTHERS -RIGHT THUMB PRINT ED IN THIS OCCUPATION 200M•2.87-81429 —• —' I ..i:. '.ttii?r. j,� :Y;KfStiif•:I�' `'s t 't-i.j>>, t.te'.r:•.•< .rSi i'itt'c•'.Ii yr<'•.t. .<.�;•'�5C•:4,. .. .c i. '?f r>cRw�.. fi•:.:•i•� ::>:; :•i• i i iti;•iM r't: �itl•� sy+[ T � ::ik;;iijR3t..aj4f;.•ij2R St Ti}j�j'ttk(•�FPS?S,Ss jr... �L. r!t.. +i`, f.i.,j• .. . .. ii:;:a;ic,��:$.•...r•••:;'::i%2R;i".;a{; < ..>efz` .�N..K4..FfFhitt?Kt>� � 't CAPE THE GREENBRIER CORPORATION 1550 Route 28 10 Center Place P.O. Box 510 Centerville, MA 02632 (508)771 -3616 ~ � �' :1.' ' e �—.�•—� .....:. �;, AeAll lit lit '\ , •, �... • /� e /1 ` /. � .• __ -— �_-- � —�—_ ram, � �� /yam,. �, . • _ �-- S fzFC-f l ; I 1 I !t.J• 1 1 1 . I 1 1 I 1 •1 oY �� i I - yf Q+•>. C IG•r.l. � 1 I I I IL y . 1• I �Ar L i' _ I �l s���e �� 1 � ti -ly'il•,Z''C�}_Ys"W�t .Y� rpm()>�+M4 f�[:i[ � p�-Q. ': I I I ( ,y p•x� I 1 .Z Hem c„�, _~nr,�t�4TJ 4'o-c,/ )u✓ IL 64.7 a •HT U-• /`tea[ :• s�.��}�.N' .•..o•m�.. .�•® c p n Z 3j i I � l.F!�T H i coND_.PLo014'::.PLAN. 6 0 0 r•. Tt F KITGHE N 4 a rKar Ns� . rrr�uat.!��.=tr.S 11 -✓ 1 • I 1 -ruTu re_ PI'Q viz LAW i Assessor's office(1st Floor): MUST /Assessor's map and lot rlu er e SE >o� Conservation / 2 —1 3 f INS ` �®MP ��. •w Board of Health(3rd floor). - Sewage Permit number �- _ ��� ti Engineering Department(3rd floor): t k, REGUA '�639. House number mill mill Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only, TOWN OF BARNSTABLE ' BUILDING INSPECTOR APPLICATION FOR PERMIT TO ` ���t g.�r��•� t �X71-C-s r/h¢� VX'ZZ.t TYPE OF CONSTRUCTION TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: G Location �� �.�� a i r�wN� YY1 . YY� 1 s 4 I Proposed Use (TOO k Zoning District Fire District Name of Owner Address ,_S erpta t/L,., Name of Builder a-vu Address 10 1..e ao-- Name of Architect Address Number of Rooms a Foundation ri rAg�- Ac,nr er 4 „,r-c�,•, 4�,w o -�,1,c.fO�r Exterior 1, )6aA .wtQKe (` I-n-n haa&.-,L Roofing A. Floors Interior e f'owC r Alc�u ray^. /opynp c - Interior Heating �� T� Plumbing A)Dn—' Fireplace s Approximate Cost 1 ,& DOo Area Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Constru n Supervisor's License PECKHAM, NANCY u a No 35452 Permit For BUILD GARAGE & SUN ROOM Single Family Dwelling Location 25 Weathervane Way Marstons Mills Owner. Nancy Peckham Type of Construction Frame ' Plot Lot Permit Granted October 16 , 16' 92 Date of Inspection 19 Date Completed 19, . . , i i . � i S ►,J� — 71 100, JAL orb lh Al a I • I j ' I I I j Yt 1 ' , Jti �r�P edge i• i + - I I 1 1_. 1 I ! I ' I 1 r f , I I , 1 1 1 I I 1 I ! t 4� 1 I .25 6OVa Aeuva ,p GJa.cl /12Qt�r /12c:/l,� L.o I i d� s hack Gillis Construction QUALITY BUILDING & REMODELING Fully Licensed&Insured 10 Leda Rose Lane Marstons Mills, MA 02648 (508)420-1391 n4H> ,a4�,ull iSCi1 i Uii i�nl i UFi r h;cyiS :IV, 1V;C7, �4I(iMIL iuCPuF�TIuN 'Ji;'y' F l?l I'a'sLiU%Li0I d,J ivilfi i'; �illi5l Ji. :U, 50-, ;r.ane ADIMI.NISTRATOR V:I Ci V,ii 02G4:i - 1 COMMONWEALTH DEPARTMENT OF PUBLIC SAFETY OF 1010 COMMONWEALTH AVE. 1 MASSACHUSETTS BOSTON, MA 02215 LICF.NS'E EXPIRATION DATE Cf)NSTk U P E R V I S 0 R 1 0 6/3 0/1 9 94 "d A RESTRICTIONS EFFECTIVE DATE LIC NO. NONE S0E./30/1992 051497 i�JUNi F GILLIS 210 LEDA—ROSE LANE �- PIAKSTONS MILLS MA 022'64 ' 1 � PHOTO(BLASTING OPR ONLY) F E- 'I 1�0.00 NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY HEIGHT: STAMPED-OR-SIGNATURE OF THE COMMISSIONER THIS DOCUMENT MUST BE ' CARRIED ON THE PERSON OF } SI NATrUYRE OF LICENSEE II THE OLDER V111EN IN I�CTinJ ' UIIIE{IS-IIIIiIIi IIIUTAU I'i11IN CAGL'UIN IHISOCCUI'AIION. J COMMISSIONER e �� 1 W;✓tdUvl 1 r► to { , 00 I I Fi tit ' 0 S �"Ofe detecf-r S C�'� �`t = � P��tca1��.��n��5>,eJ� bv,s�►1�eh� U\)m�beY vanC UJ Uvy, Ma�Stdnyn�ll Z w O LL < O IMPORTANT ANY CONSTRUCTION THAT INCREASES LIVING SPACE IU BEYOND 1200 SQ. FT. PER LEVEL MAY REQUIRE THE INSTALLATION OF ADDITIONAL SMOKE DETECTORS, Ju NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE Z INSTALLATION OF SMOKE DETECTORS—THE ELECTRICAL PERMIT DOES NOT SATISFY THIS REQUIREMENT. O IL O cv lu cQ p Li.i o 4 q M • ti) z ° K • LLC. F E PROPOSED FRONT ELEVATION Q- w U o `q E pZ co d) ado =3 u 0 cA Z _l z � O d X w U z . s' U1 CONTINUOS O Q LL p RIDGE VENT Lu z Limit O TYPICAL ROOF FRAME: 3 U *225 ASPHALT SHINGLES `t� LU 1/2" ROOFING PLYWOOD 2X12 RIDGEBOARD W/RIDGE VENT 2XIO RAFTERS ® 16" OC C4 2X6 TIES ® Ifo" OC Q 3-2XI0 CJ BEAMS 8' OC u a � O CONTINUOUS VENT O U ~ �� Lu AT EVE a } - d 3-2X IO 8i Oii Or, z w Q a -1 w TYPICAL 2X6 SIDING EXTERIOR WALL: U 4 WHITE CEDAR SHINGLES Q to Q 1/16" PLYWOOD SHEATHING OVER 2X6 STUDS 16" OC R-19 BATT INSULATION W/fo MIL POLY. VB 1/2" BLUEBOARD W/SKIMCOAT PLASTER 2X IOFJ 16" OC 3-2X12 GIRDER OVER 3.5" CEMENT FILLED cq PROPOSED RIGHT ( t ELEVATION r LALLY COLUMN O 8" PC FOUNDATION WALL LL aF E OVER 20"XI2" PC FOOTING ? 0 U Q U cp z ° c ® p U) CROSS SECTION 04QQ 0. X w U i BLi W LU LU LU � O N Q _U UlLU - U La ❑❑ EE (� ui L1 cn Q ❑❑ E ❑ ❑ r -1� --1 L F zo PROPOSED REAR ELEVATION 0 zQCoQ U � a w 0 N LU U zO d O Q U (L X w U z + W tt LL O 52'-O" 0. z 20'-3�" 31'-8 " 7014 ------------------- ' � O � r ' r U- o ol 5ATH a o 1 CAR GARAGE � �►� KITCHEN X DEN � 4 - Q W , , 1. z LU 4 --------------------, (Y U 4 TO BE REMOVED q -------- - •� c-4 Y ROOM 5EDROO1"1 01 ------__ LIVINGS ROOM -------- z o Q N 20'-O" 32'-O" u zA 52'-0" z0 Q O 4 U Q X w O z O O - O � Lu to z CD R.O. 4'-II 15/16" x 4'-476" R.O. 4'-II 15 16" x 4'-416" O TW2442-2 TW2 42-2 4'-II 5/16" x 4'-4I6" 4'-II 5/16" x 4'-416" �- O o � O z w 0 z z ui 3-2XIO BUILT-UP BEAM 8' Or, -( W/2 a 1/2" LAG. BOLTS EITHER END cv ------------------------------------- S � � � � N ------ EMAM,9---------------- a SUPPORT COLUMN _ _ _ _ TO FOUNDATION r , -i vELIX V8304 z (L SKYLIGHTS ABOVE i A v- : V (� 0 ctl E z z ao w u u O N �- 6'-5" TW2 46-3 Z3fj Q O 12'-O" R.O. 6'-5 " x 4'-ate" 12'-0" Lu W u z >- p 24'-0" U 3 Q X w U z 3 O ,tt O 24'-O" 'Q Q O R.O. 3'-3" x 1'-0" R.O. 3'- " x I'-O" LL 39X12 CROSS 39X12 CROSS ,Z ------------------�91Lx-i'-OIL-_-_-----------�"91LX-il�O'L------------------- , I Q, pd C d v Q• pd C d ° v v d p d o p y d _�p d , p Q v d p d p c � I.D •a � Q O 1 , O I C I I I I Cd 1 I 1 I I I I C I .(� I I VI I I I ILu 1 ,• I , I I In 11 w E •4 O z La • , I n I W 1 C I 1 I ,tVf. 1 �1-411 Q cu Ll - ' 1 1 I I I I I I I 1 O ----- ---- - r- 1 1 — EXIS_T_ING__G_IL IN_EXISTIN_G B_A_SEMEN T , I i i� - 1 I ^ I u SUPPORT COLUMN 1 0 ' TO FOUNDATION ' I i FOR BEAM ABOVE v , •a , I 1 r-, CUT THROUGH EXISTING O °o I - I FOR ACCESS TO NEW I 1 I 41 I v 1 O I 1 I 1 1 c(NI I I I Q 1 LL Q � 1 1 1 I � IE 1 1 ^n •� 1 =v c-s v---a-7 c a--.c a-.v---a-7=,-: v c a-'v- -a-7 v c C O 0 (C ip • '• 1 I °a I z z CA --v-_-Q- v a---v _ _a s i------------------------------ ~ c u I Q p x ------------------------------------------- - , ar w ,n 0 24'-O" W z � 0404 U 0. PROPOSED FOUNDATION o z