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0051 QUISSET ROAD
i i R i �� i ,� �� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION01 Map ® Parcel- t Application 0� ` Health Division ���' L °l ( Date Issued 4� Conservation Division Application Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic OKH Preservation/Hyannis Project Street Address t Village Owner Address U i,L ISSA I Telephone Permit Request k>Lk I X C i 7'p IT 164 -o k r Ce � 0 aso EV oia A&W rD(�P M2®c7 M e�+S i Square feet: 1 st floor: existing proposed [5-2nd floor: existingZZ proposed = Total new?,-"I A > Zoning District Flood Plain 1`E Groundwater Overlayh� Project Valuation 116,000 Construction Type (0Ov Z 00 Lot Size 90 0 3 8 Grandfathered: ❑Yes ❑ No If yes, attach su portingfdocu-r�-lentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure 2-Lt 414 Historic House: ❑Yes ,'Oo On Old King's Highway: ❑Yes �Mo Basement Type: 944ill ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: 3 existing —new Total Room Count (not including baths): existing 6 new First Floor Room Count Heat Type and Fuel: gGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes *o Fireplaces: Existing -1 New Existing wood/coal stove: ❑Yes 4No Detached garage: ❑existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing 0 new size _Shed:Aexisting ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) - Name I I�I T-1� I�2� Telephone Number So - S 3 - J5 Address S I �I,l(� S� I License #001A iA _ �N _l MA- C6fiW16) Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THI PROJECT WILL BE TAKEN TO J SIGNATURE NA DATE l � � o z FOR OFFICIAL USE ONLY `APPLICATION# -DATE ISSUED ' NEAP/PARCEL NO. ` ADDRESS VILLAGE I OWNER 1 DATE OF INSPECTION: , FOUNDATION 2 Lo o FRAME INSULATION d FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL t FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts, Departmet.it of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 . immmass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Appticant Information Please Print Legibly Name(Business/Organization/Individual): L Address S t 0 u t j � City/State/Zip: &ta,y t r l ,f:_ D Z Phone.#: 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 . employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g• Demolition workingfor me in an capacity. employees and have workers' Y P tY• #- 9. ❑Building addition . [No workers'comp.insurance comp. insurance. required.] 5. We are a corporation and its 10:❑Electrical repairs or additions 3.�am a homeowner doing all work officers have exercised their 11.0 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 employees. [No workers' 13.[]Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. TContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins. tic. #: 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 crimirial 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 may be forwarded to the Office of Investijzations otthe D or insurance coverage verification. I do hereby c ti and epains d pe It' s ofperjury that the information provided above is true and correct. Si afore: Date: Phone# Official use only. Do not write in this area,to be c—o/mpleted by city or town offccial - 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 Instrncti®ns Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees: Pursuant to this statute,an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership, association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es) and phone 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 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 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 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 MassaGhusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 TeL #617-727-4400 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 1.1-22-06 www.mass.gov/dia ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: Site Address: prvnt Town: Applicant Phone: Applicant Signature: Date of Application: 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 Slab —11 1: Perimeter Basement 1�1 -Option Fenestration exposed Wall Floor p Wall AFUE FISPF SEL;R I U-factor floors R-Value R-Value R Value R-Value R-Value and Depth National Appliance Energy 35 R-38 IZ-19 R-19 R-10 R-10, Conservation Act(NAECA)of 1987 as amended minimums or 4 ft. . greater as applicable Note: This form is not required if you choose either of the two versions of RI;Scheck as.listed below. ❑ Option 2: RES check-Version 4.1.2 or later variant software analysis must be completed (780 CMR 6107.3.2) REScheck—Web which can be accessed at http://www.energ c� odes.gov/rescheeld ADDITIONS;OR ALTERATIONS TO:EXISTING.BUILDINGS.'OVER 5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b=a) SF 100 x — _ % of glazing (b) Glazing area equals_ SF b a If glazing is <:40%o use.the chart below. If glazin is> 40 % proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Slab Perimeter :yLlFenestration Wall Floor Basement Wall U-factor Exposed floors R-Value ,Floor R-Value R-Value R-Value and Depth .39 R-37 a R-13 R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling. area(i.e.not compress I ed over exterior walls, and including any access openings). F1 SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note:. Owner to'fill out Consumer Information Form (found in Appendix 120.P) AYVC Gldde to iVood Callstracctiorl r.'ll. Hz: G IVrrtd flrecls: IM IIIph I'Vll'Id Lolie Massachusetts Checklist for ConalAiance (78o CIAI[R 5301:2.1.1)' Check Compliance 1.1 SCOPE V Wind Speed (3 sec.gust)..............::.............................:.......::.::.:.....:..:.... ::....:...... 110 mph WindExposure Category.................................................................. .........................:.................._.................B Wind Exposure Category................Engineering Required For Entire Project........................................0 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) sto4:5 tories RoofPitch ..............................:............................................(Fig 2) ........................................... 12:12 ✓ . Mean Roof Height ..........................................................:...(Fig 2)............................................ 33' BuildingWidth, W ..:...............................I.......................:. ,..(Fig 3)................................................ ft .5 80' 3 ft _30, Building Length, L ................................. ........................(Fi 9 ).....:........................................... Building Aspect Ratio(L/W) ......... ......:.....(Fig 4)................................................. :5 Nominal Height of Tallest Openingz .......................... ........(Fig 4)...............:................................ s 6 8 1.3 FRAMING CONNECTIONS General compliance with framing connections...............::...(Table 2):...'.. ....�EL.'.... L..•.•••.......••. 2.1 FOUNDATION Foundation Walls me ing re uire ents of 780 CMR 5404.1 Concrete........ZQ. ..:�5..........s%bi ?............... Concrete Mason ..... ..:...... .. t.G d�.......... 2.2 ANCHORAGE TO FOUNDATION''3, 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative.irl concr14 Bolt Spacing—general ........................ (Table 4): ..... ............ in. Bolt Spacing from end/joint of plate .............................(Fig 5)...... .......... Bolt Embedment—concrete.........................................(Fig 5)............................................. _in.?7" !� Bolt Embedment—masonry..................... ............. (Fig 5)............r:.... ...........: . in. >_ 15" Plate Washer................................. ..................(Fig 5):..................... >3"x 3"x,/" 3.1 FLOORS Floor framing member spans checked...........?..:...........:.(per 780 CMR Chapter 55)........... ........ Maximum Floor Opening Dimension................ ` P 9 . . ...............(Fig 6)..................................................�ft 12 Full Height Wall Studs at Floor Openings_ less than 2'from Exterior Wall(Fig 6)....I............ Maximum Floor Joist Setbacks Supporting Loadbearing Wails or Shearwall.. .............(Fig.7)....... ................................. _(/ft s d e/ Maximum Cantilevered Floor Joists �- Supporting Loadbearing Walls or Shearwall '..........(Fig 8)...................................................... ft 5 d Floor.Bracing at Endwalls...�... .. .... .(Fig 0)................................... ............................... Floor Sheathing Type .::. ...f. ta :(D. 's ...............(per 780 CMR Chapter 55)................................... Floor Sheathing Thickness .../.`'...........: ::...............(per 780 CMR Chapter 55) g ..... in. - ✓ Floor Sheathing Fastening.............:.......... .......:...............(Table 2).. d nails at 4L edge/ 'infield { 4.1 WALLS i Wall Height t Loadbearing walls..........:.:.......................... .....:........(Fig 10 and Table 5)...,....... �t < 10, Non-Loadbearing walls................................................(Fig 10 and Table 5)...3....... eft 5 20' Wall Stud Spacing ....................................... . (Fig 10 and Table 5)................... in. :5 24".o.c. Wall Story Offsets .................(Figs 7&8)... ...........:............................ ft :5cl 4.2 EXTERIOR WALLS' r a Wood Studs Loadbearing walls........................... ........ . . ...........(Table 5).... ..... ..... ...2x r' - °Z ft in.. Non-Loadbearing walls........................... . .............(Table 5).:,.....:...:.................2-x ft �in. Gable End Wall Bracing' Full Height Endwall Studs... .. ................................(Fig 10) ......... ....... WSP Attic Floor Length....:.: `...................................(Fig 11) __O_ft>0/3 'Gypsum Ceiling Length(if WSP not used).... ...(Fig 11) ......... ft�0 9W 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 blocking @ 4 ft spacing in end joist or truss bays Double Top Plate ' Splice Length ......:.. ..... .. .........(Fig 13 and Table 6). ...... .... ® ft ' .. �. .. ...-- �-- -r eca ,.,..•,..•...... ....41�1 /Tohlo C.1 _,...._.�........ ,. AH"C Guide to 11"ood Corlsti-Iletioli in High hlliucl,4reas: 110 mph 1.1"irrrf Zone N/I tSS,-1ChIlSettS CheddiSt f61- COMI)Ii�nCC (7s0 (-tl!tR5301.2.1.1)' Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Tables 7)..................................................... 0 " Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table 8)....................................................... Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. ft Win. s 1 v Sill Plate Spans ........................................................(Table 9).................................. ft in. 11' Full Height Studs (no. of studs)....................................(Table 9)....................................� 5.... .... sf Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................._ft_in.5 12' Q z/ Sill Plate Spans.... .......................................................(Table 9).................................._ft in. s 12" ram' Full Height Studs (no. of studs)....................................(Table 9).............................................. ..... a% Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Tall t Op�in�c 2 ............................................................................... SheathingType........ ..(Y............1-.............(note 4)..................................................... r/ Edge Nail Spacing.........................................(Table 10 or note 4 if less)..........,.............in. ✓ Field Nail Spacing..........................................(Table 10)................................................. in. Shear Connection (no. of 16d common nails)(Table 10)..................................................... Percent Full-Height Sheathing.......................(Table 10).................................................... % 5%Additional-Sheathing for Wall with Opening > 6'8"(Design Concepts).................... Maximum Building Dimension;L Nominal Height of Talle jt•Opening2......................................................................... SheathingType................ .X.......................(note 4)..................................................... Edge Nail Spacing Table 11 or note 4 if less ........................ in. s/ Field Nail Spacing.....................:......:..........:..(Table 11).....................:............................ in. —� Shear Connection no. of 16d common nails Table 11 Percent Full-Height Sheathing.......................(Table 11)....................................................ji% e/ 5%Additional Sheathing for Wall with Opening> 6'8"(Design Concepts).................... Wall Cladding Rated for Wind Speed?............................................. 5.1 ROOFS Roof framing member spans checked?......10...............(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ................................... ..........(Figure 19) ............. ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Al Proprietary.Connectors Uplift..........:.....................................(Table 12)......:.....................................U= plf Lateral.............................................(Table 12)............................................,L= plf Shear............................:..... ............. (Table 12)............................................S= plf . Ridge Strap Connections, if collar ties not used per page 21... (Table 13)............................... T= pff Gable Rake Outlooker..........................................(Figure 20 ft 5 smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. Lateral(no. o00�..: common nails)...(Table 14)........:..............................L= . lb. Roof Sheathing Type............... . bY....... .....(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness......... ..� ..........:.. in:>7/16"WSP Roof Sheathing Fastening......... ..�2r� ..........(Table 2)..................... _ Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR.5301:2.1.1 Item 1: If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure.5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner.Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 1 OFSHEr Town of]Barnstable Regulatory Services BARNS•rABLE, Thomas F.Geiler,Director y MASS. � �plfDµAla1� Building Division z 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: -l -2,' JOB LOCATION: ,j l lJ U- S SAT lumber street village � 1 .HOMEOWNER": :—f� 2_0 -W —Cf yd name home phone# work phone# CURRENT MAILING ADDRESS: U1 \ JW6 U '01.6 32- 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-oemut. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. T rrd ned"homeowner"cert' les that he/she understands the Town of Barnstable Building Department Ngnati s echon ocedures requirem d that he/she will comply with said procedures and ure 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. HOMEOWAR'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 tha)-;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 caret amend and adopt such a form/certification for use in your community. Q;forms:homeexempt a °ptHetpk� Town of Barnstable Regulatory Services BARNSTABLE, MASS $ Thomas F. Geiler,Director1619. i lsn Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q,FO RMS:O WNERPERMISS ION flip I of A TVC GlLirk' to I-Vood Cojisti-txtion n HighTVifid Areas: I V ll(lz le ► t fol- Coli-jojianc� (780 CNIR 5301.-2.1.1)' Massachu.settS Pie�CMS Check Comptiance 1.1 SCOPE WindSpeed.(3-sec. gust)............................................ ..................... ................................................ 110 mph WindExposure Category................................................................... .............................................................B Wind Exposure Category................Engineering Required For Entire Project .......................................C 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) 2 -stories :5 2 stories 80' Roof Pitch ....................:.......................................................(Fig 2) ...................I.......................... V _-� 12:12 :5 Mean Roof Height .....................................................:........(Fig 2)................................................. ft 33' BuildingWidth,W ...................................................... ......:..(Fig 3).......................... ...................... ft :5; -Building Length, L ....................................*........... .........(Fig.3)................................................._[5-ft':5 80' Building Aspect .5 Ratio (L/W) .................I..........................._(Fig 4)................:.:..........:................... 2. :5 3:1 g2 . 4)......_....:.....:.............................. 6TT:!�68 Nomirvpl Height of Tallest Cipenin ......_..................... .....(Fig 1.3 FRAMING CONNECTIONS General compliance with framin'g connections.:..................(Table 2)................ ...................... ....... .............. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR5404.1 r Concrete................................................... ........................................... ................... Concrete Masonry ................ ....... ....... ............ . ......... .........:...... 2.2 ANCHORAGE TO FOUNDATION"'. 5/8"AnchDr Bolts imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in conGrete.on�]* Bolt Spacing—general ..............................I...........(Table 4)_........._......._................... ........ in. Spacing from of plate ............... . ...........(Fig 5)..................:...,.............' '�;in._<6".12.-: V Bolt Spac 7 �4 44- Bolt Embedment—concrete.........................................(Fig 5)............................................. ..... —in. �:7" Bolt Embedment—masonry.... .....................................(Fig 5)............:t................................ 0 in.2� 15- 3'x 3"x / Plate Washer........ ................................................. ......(Fig 5)................... ......1—.................. 3.1 FLOORS Floor framing member spans checked ..............._...............(per 780 CMR Chapter 55)................................... Maximum Floor'Opening Dimension....:.............. ...........(Fig 6)............................. ..................... C.. ft:— 12' Full Height Wall Studs at Floor Openings less than 2' from Exterior Wall (Fig 6)... .................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................... ............ ft-.<_d Maximum Cantilevered Floor Joist� Supporting Loadbearing Walls.or Shear-wall................(Fig 8)... . .......... 0 ft d ....................................... FloorBracing at Endwalls........... ....................................(Fig 9)..............I................... .........:............. ......... Floor Sheathing Type ..............................................I.........(per 780 CMR Chapter 55)...................I........ Floor Sheathing Thickness ...........................................*.. ..(per 780 CW Chapter 55).................. r in. Floor Sheathing Fastening............................................:.....(Table 2).._d nails at_- in edge 1 12, in field 4.1 WALLS Wall Height Loadbearing walls................................................. ........(Fig 10 and Table 5).................. ......... "ft 101 E ft 20' Non-Loadbearing walls ................................................(Fig 10 and Table 5).....................6_1 —-' in. :!�64'o.c. Wall Stud Spacing ................................ ......................_(Fig 10 and Table 5)................... < WallStory Offsets ........................................ ...............(Figs 7& 8)................. .......................... ft d 1.2 EXTERIOR WALLS Wood Studs .......2x ft in. Loadbearing walls........................................................(Table 5)....................... Non-Loadbearing walls ................................................(Table 5)..............................2xi-_LO ft in. Gable End Wall Bracing Full Height EndwalJ Studs.........................I........I.........(Fig 10)................................I..........................ft..2:.W13 WSP.Attic Floor Length.............................................:..fig 11)............................................. Gypsum Ceiling Length if WSP-hot used ...............:..'.'(Fig 11)............. ................................ (ftz 0.9W and 2.x 4 Continuous Lateral'Brace,@ 6.ft. o.c, .. (Fig 11).............................................................. or 1 x 3 deiling,furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft..spacing in end joist-or truss bays Double Top Plate Splice Length ............... .. ................i.........I........(Fig 13 and Table 6)...........;........................ ft . . .. Splice Connection (no.,of 16d common nails)..............(Table 6)..................I......... .............................. Lk 1 -0_k CQA4 AkVC Guide to Wood Corrs-ti-iietiou iir High Hlind Arens: I10 mpI, {'Yirid.Zorze Massachusetts C1eddist for Compliance (780 CN1R5301.z.111)' Loadbearing Wall Connections Lateral (no. of 16d common nails)..,.............................(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral (no:of 16d common nails)................................(Table 8)....................................................... Load Bearing Wall Openings (record.largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. 2 'ft in.5 11' Sill Plate Spans Table 9 :�ft in.5 11' �r Full Height Studs (no. ofstuds)....................................(Table 9)............................,...................,...... Itv Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans..............................................................(Table 9).................................. ft d in.:5 12' Sill Plate Spans...........................................................(Table 9).................................. eg ft v in.s 12" r� Full Height Studs (no. of studs)....................................(Table 9)....................................................... 5 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension, W Nominal Height of Tallest OpeningZ ...............................................................................6v5 6'8" SheathingType..............................................(note 4)....:................................................-7f/&s Edge Nail Spacing................... .....................(Table 10 or note 4 if less)........................m. �n Field Nail Spacing ...... ............ Table 10 ............................I.................... ,tin. —ram P9....................... ( ) .. Shear Connection (no. of 16d common nails)(Table 10)....................................................... 3. Percent Full-Height Sheathing Table 10 5%Additional Sheathing for Wall with Opening > 6'8"(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest OpeningZ....................................................................... 6'8" SheathingType..............................................(note 4)............_........................................ 7 n� Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. Field Nail Spacing Table 11 Shear Connection (no. of 16d common nails)(Table 11)....................................................... Percent Full-Height Sheathing Table 11 ................ . . . . Ito% 5%Additional Sheathing for Wall with Opening > 6'8"(Design Concepts).................... Wall Cladding Ratedfor Wind Speed?.............................................................. ............................................................... L 1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ...................................................(Figure 19) ............. rl X:g smaller of 2' or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 12)......:.......................................U= plf Lateral...........................:.................(Table 12).............................................L=__0plf Shear...............................................(Table 12).............................................S=—:?-L plf Ridge'S(rap Connections, if collar ties not used per page 21... (Table 13).......... ....................T= plf Gable Rake Outlooker..........................................(Figure 20 fit s smaller of 2' or U2 ( 9 ) ............. Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors -DRp` 0 Uplift................................................(Table 14)............................................U= lb. Lateral (no. of 16d common nails)...(Table 14).......................................L= . ib. 17 Roof Sheathing Type.......................:...........................(per 780 CMR Chapters 58 an 59) ............ Roof Sheathing Thickness:...........:)............................. ............................................. in. >_7/16" WSP ?� Roof Sheathing Fastening. ..........................................(Table 2).....................:.......... ........................,Da �ly This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per,Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing •equirements shown in Tables 10 and 11. the bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. Allassachusetts Checklist for CoZ plianu (780 CII1I25301.2.1:1�1 4, a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percbot 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 5. Glazing protection.a) new house or horizontal addition—required if project is 1 mile or closer to shore'(generally, south of Rte.28 or north of Rte. 6) b) vertical addition—not required unless there is extensive renovation to the first floor c) replacement windows—needs energy conservation compliance only(chap 93) 6. Wood Frame Construction Manual (WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. --MEN THIS EDGE RESTS ON FFWJ ING USE&!NAILS • AT 6'oi 71 „ 11 1 u II it 11 I 11 II II I I ❑ 1 11 II w U 1 1 : • t 1 1 - 1 1 1Li O r1 Il H I JJ I{r 1 m �J 11 ib0 fl - i I I l 1 1 i It �E + iL I I W l i 1 1 I Ed i FRAMING MEMBERS 1.1 i t EDGE X+r ERMEDIATE II.W ii it I 1 I I (L I.1 I, W 1 1 , • 1 + _ 1 1 J 1 1 1 1 Q 11. Q li 11 kl i I 1 - Y I 1 3-MIR 11 lJ_-_ - II 1 - 3"MKd DDU9LPE' STAGGEREDDGE `------- 1`, ' NAIL SPACM I NAIL PATTERN PANEL PANEL_ — ? Y` PAWL EDGE DOUBLE NAIL EDGE SPAC N G DEfAL See Detall on Next Page Detail Vertical and Horizontal Nailing Vertical and Horizontal Nailing for Panel Attachment for Panel Attachment east cape engineering, inc. 44 Route 28 P.O. Box 1525 CIVIL ENGINEERING Orleans, Mass.02653 LAND SURVEYING WATER RESOURCES LAND COURT ENVIRONMENTAL 508-255-7120 SITE PLANNING - SANITARY CERTIFIED PLANS STRUCTURAL Fax 508-255-3176 WATERFRONT July 3, 2008 Mr. William Franze 51 Quisett Dr. Centerville,MA 02636 RE: Beam Design,Addition for 51 Quisett Drive Centerville Dear Mr.Franze, East Cape Engineering Inc has completed review of your plans you provided showing the addition/renovation to the house located at 51 Quisett Drive in Centerville. The purpose of our review was to complete analysis and design for a steel beam to support the roof and ceiling structure over the kitchen dining area renovation. Based on our analysis and design,the required steel beam necessary to support the structure above is a W 6 x 25 steel beam. This design is based on the plans and building section as shown on plans dated 7-02-07. If there are an questions, feel free to give me a call. �'`�� Y�l g� �a{of M,y�� o , A. Sincerely, o� l cK¢=.1,71E -4+ C;€Jim (n 3v;'8 � awI Mark A. McKenzie,P.E. 'oNnL Treasurer,East Cape Engineering,Inc. Date March 11, 2009 3, Reference: Building Permit#200804286 Issue Date:Sept. 18' 2008 S Address:51 Quisset Rd,Centerville, Ma 02632 ta Attn: Building Commissioner ' Mr.Thomas Perry: Sir:Due to the economy and this past harsh winter, I was unable to start any construction on the above foundation permit and would like a six month extension. I expect to be able to start sometime in April and begin wood construction in June. I would greatly appreciate your help and consideration in this 'matter. I am enclosing a check in the amount of$50.00(Fifty Dollars and no cents)for the extension. Sincerely; j� William E. Franze Sr. d' .hey a He Edit Tools 'Help, Detail -Application ZSBZ88 +1 Applicants__ t3WN-PROPERTY�f}VttNER ! _ Status A ACT I4E I Owner345Z8I1 �® Collect 1 �. R..a . .. Department I;340 BUILDING DEPARTMENT {�, 00�_ se/Deny v FR}4 ZE,Y>d M!E .. Project/Actii RESIGENTIALADDMON/ALTERATIa , Contractor " s _. f" , "Busine� orc ' , ss'Des Sov I i t ' 1 TCTD U � EP ,,aesc' ion Z ]ON),ALSO EXTEND ICITCHENID'INI�IG HC�t? Z"TOVItARD BAIGK V1 ` _ Fees.effect�re 08 Z�Z Paricing�Misc r 0,0 -Assigned to El 9 E F'miperty � � P nY tin-Cranfartmng � fl�ttes,�MrsG �' 3'ermits ,Business Mae r s, � g 50 I ;. . n; ;, .�, � , ,..,. �- ��...' SIN I.E�Fa�h91 LY^H x Und ExFstrng;�se 1I�7� _ G E f" l, Reactivate ` ri b Street U SS'ET READ _. _ ` . :n. -, l�. ! � : xonin l F3 D-1 :fi.ES I D.,-.�waaFmPw . adjust Fees '.Parcel Z14S memo Munici al" 'HYAAI-HYANI IS P rtY �.r , ` Escrrmv� �. SubdivjSi6n 7 00. zone t 1 t ��IISGh S s.. - «I #?ro osed,use' 7I}1€l SlIdGLE FAf+tLY HDI E Loecti6n/Plxdse P {" Y 1 — zcnm fiD l .R.ESID 7 Paymt#Irstorgr- ,., Bet+�een .. udrt'History ' and _ memo _ - S .Lacatiun desc Summ Perrrrr flood acne - ! $: Cpp 'Pp st £^ Y 3 ry;� _ ,.,,w,..^k.^ I Preermrterts r _ _ rr~quisrtes, ,. r Hazrci/Rear Names. I (fonds ��Sub'A+ddrs �[ Tead ( ;I'In Fievi6 p — - - ,. ti; ti ti r _ I, . Find Related Ltrilc lnsps �a5 Ptior History ,�Inspections violations r Reuiens t�Open Item ,lei Vt amings I r J l p ® [ w na®a t j x _ Q �i -ri�,.➢,'� +�..r.ia �z'a k....a.a abE Yr,.Y aW�' t ff€,.:. Yci d+b-k.'R ^'lk $ „��� �:i.�,sa �s1-.Y::' �u Ne.�. XR 'l';x,' .i,.F.4k. .«.'rr +'°F.. Maintain pro�ettjec#ivity detail fbr the current application, Avp�! ., AWC Gidde to_I.1%od Coirstrcietion in Hi,,h J.-Viiid Ai-eas: I10 rupli { hl(l.Gon.e MassaHhusettS Checklist foy Con--.Hance (780 CN-IR53I)r:Z.r.l)' Check Compliance 1.1 SCOPE ~ WindSpeed.(3-sec. gust)........................................:......................... .................................................. 110 mph Wind Exposure Category Wind Exposure Category................Engineering Required For Entire Project .......................................0 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories fi RoofPitch ..............:............................................................(Fig 2) ...........................................1 y 12 5 12:12 MeanRoof Height ..................................I..................:........(Fig 2)................................................. lei ft 5 33' BuildingWidth,W ......................:.....................................:..(Fig 3)............,............:...................... ft <_80' ✓ BuildingLength, L ..............................................................(Fig.3)................................................. ($-ft <_80' !/ Building Aspect Ratio (UW) ................................................(Fig 4)................:............:................... °�, _<3:1 ✓ Nomirrpl Height of Tallest Openingz .............................:.....(Fig 4).................:.............................. 6'8" 1/ 1.3 FRAMING CONNECTIONS General comp iance with framing connections.:..................(Table 2)....:.......................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780-CMR 5404.1 Concrete.............7.J`�.d17.... 7s ........ . ....................I.....:............ Concrete Mason `1 r fo.l ............rX l6`' ry ....�3......la.:�4.1.1.:�.......�f....�i..•.. � c�.al. ...d..............r..w.`�r�?�5........:...:.......... . 2.2 ANCHORAGE TO FOUNDATION1'3. 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete on)��I' BoltSpacing—general ........................................;.(Table 4)............................................... _ in. (/ Bolt Spacing from end/joint of plate ..............................(Fig 5)..................:..................JL_in. 5 6"= 12".: L/ Bolt Embedment—concrete.................•..........................(Fig 5)................................................ in. >_7" ✓ Bolt Embedment— masonry....:.................................. ..(Fig 5)............ ............................... _in. >— 15" Plate Washer................................................................(Fig 5)............... 3"x 3"x'/," 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)......................".off......... Maximum Floor Opening bimension....:. ... ..Z P 9 . � ...............(Fig 6)...................................................._ft—12' Full Height Wall Studs at Floor Openings less than 2' from Exterior Wall (Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Wails or Shearwall................(Fig 7).................................................... 0 ft.<d Maximum Cantilevered Floor Joists, r d Supporting Loadbearing Walls or Shearwall................(Fig 8)..................................................... ft <d Floor Bracing at Endwalls..... �yy.. (Fig 9)............................................:...........:.......... Floor Sheathing Type ....... `F �j.q.t. .U6m�A. ..........(per 780 CMR Chapter 55)..:.......:....................:... Floor Sheathing Thickness .....3 ....................................(per 780 CMR Chapter 55)....................... in. ✓ Floor Sheathing Fastening..................................................(Table 2).._&d nails at in edge I It in field 4.1 WALLS Wall Height Loadbearing walls......................................:.........:........(Fig 10 and Table 5 W ft <_10' Non-Loadbearing walls ................................................(Fig 10 and Table 5)....................,......aft S 20' Wall Stud Spacing .. ........................................................(Fig 10 and Table 5)...................Jfo in. <_24 o.c. ✓ .............(Figs ..........I............... 6 ft < d Wall Story Offsets ........................................... ( 9 ).................. 1.2 EXTERIOR WALLS' ' Wood Studs Loadbearing walls...................... .................................(Table 5)..................I.............2x�- ft in. l/ .. 'Table 5 ..............................2x - ft in. Non-Loadbearing walls .................................................( ) � �• Gable End Wail Bracing Full Height Endwall Studs......................I......................(Fig 10)...................:......................... WSP Attic Floor Length.............................................:..(Fig 1,1)............................................ ft?Wt3 Gypsum Ceiling Length (if WSP hot used)..................:(Fig 11)............................................. ft>_0.9W 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 blocking @ 4 ft..spacing in end joist.or truss bays Double Top Plate Splice Length .:'.................................:..................(Fig 13 and Table 6)...........:.........:.............. ® ft ✓/ Splice Connection (no. of 16d common nails)..............(Table 6)........:..................:.......,...........:.......... i i , 4a \ s . A HIC Guide to Wood Corrstr-trctiorr in High Wind Areas.: 110 mph l'1'i77d-Z0ne Ar.. Massachusetts Checklist for Con1p1ia11Ce (780 Cn,'IRs301.2.1.1)' Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8)...................... ....................:.......... Load Bearing Wall Openings (record.largest opening but check all openings for compliance to Table 9) Header Spans ..............................:.........................(Table 9)..................................1` ft fo in.s 11 V Sill Plate Spans .................................. ...............:.....(Table 9).........:........................T ft (o in.s 11' Full Height Studs (no. of studs)..............-`::..................(Table 9)........................................................ :2 � Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9)' Header Spans..............................................................(Table 9)..................................-ft q in.s 12, ✓ Sill Plate Spans.... ................. .....................................(Table 9).................................. ® ft O in.s 12" � Full Height Studs (no. of studs).....................................(Table 9).......................:..............................._i Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Tallest Opening2 Sheathing Type........ ..................(note 4)....:............ Edge Nail Spacing ..... Table 10 or note 4 if less ........................ in. ✓ Field Nail Spacing..........................................(Table 10)....................................................1�in. 1/ Shear Connection (no. of 16d common nails)(Table 10)............... Percent Full-Height SheathingTable 10 ............................................ ...... 5%Additional Sheathing for Wall with Opening> 6V(Design Concepts).......... tw- Maximum Building Dimension, L Nominal Height of Tallest Opening .........................................................................44s 6'8" Sheathing Type..............................................(note 4)............... 7 V Edge Nail Spacing......... ....... ....... ...............(Table 11 or note 4 if less)........................in. y Field.Nail Spacing.......................................:..(Table 11).........:....................................... IZin. V Shear Connection (no. of 16d common nails)(Table 11)....................................................... ✓ Percent Full-Height Sheathing.......................(Table 11).......:...................I.........................1Q:% 5%Additional Sheathing for Wall with Opening > 6'8" (Design Concepts).................... Wall Cladding / Ratedfor Wind Speed?.............................................................. ............................................................... 1 ROOFS / Roof framing member spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang .......................... .......................(Figure 19) ............. ,h�ft s smaller of 2' or U3 —� Truss or Rafter Connections at,.Loa'dbearing Walls Proprietary Connectors Upli#t'.................................................(Table 12)......:......................I..............U=1070 plf ✓ Lateral..............................................(Table 12).............................................L= plf o/ Shear...............................................(Table 12)..................................... S= Of 9/ Ridge Strap Connections, if collar ties not used per page 21... (Table 13)........... .............T= Of ✓ Gable Rake Outlooker..........................................(Figure 20) .......,..... ft s smaller of 2' or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.::..............................::.............(Table 14)................. .. .................U= lb. Ll Lateral (no. of 16d common nails)...(Table 14)............... ................L= . 'Ib. ✓ Roof Sheathing Type.......I...�s`..� . . . ........................(per 780 CMR Chapters 58 and 59) ............ V_ Roof Roof Sheathing Thickness......... ... ................:.....'............................................._in. >_7/16" WSP Roof Sheathing Fastening............................................(Table 2)..................... ....................................�d ✓ 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 I b. 20 Gage Straps per Figure 11 « c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing -equirements shown in Tables 10 and 11. the bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. r 1Vlassachu-setts Checklist for .Compliance (780 COIR 5301.2_:t:l).' 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 5. Glazing protection: a) new house or horizontal addition—required if project is 1 mile or closer to shore (generally, south of Rte. 28 or north of Rte. 6) . b) vertical addition—not required unless there is extensive.renovation to the first floor c) replacement windows—needs energy conservation compliance only(chap 93) 6. Wood Frame Construction Manual (WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. •-VMEN THIS EDGE RESTS ON FMA ING USE&!NAIL.$ it i tl 1 u u t z- 11 Ii t o 1 1 ZQ - 1 - 1I II II II < I - J rJ ; ; ,o n I I FRAMING MEMBERS EDGE ItTFER&IEDIATE d U IJ :F II 11 1 1 I 1 It -Xi10 Ir 11 W 1 t 1 Y 1 1 r II +I_,. - r LKJUBL E EPGE I J�- -`� STAGC,ERE{) NAIL SPA.CiiVG I NNL PATTERN � PANEL PAiJEL_ Y PANEIL EDGE DOUSLE NAIL EDGE SPACSYG D>TAK- See Detail on Next.Page Detail Vertical and.Horizontal Nailing Vertical and Horizontal Nailing for Panel Attachment for Panel Attachment Town of Barnstable ,x Building y f a `:.�"t`�r�>.. rm` +a iF"o '. S• t` ved PlansMust:be�Retamed:on J.ob and this Card Must;be Ke t s _ �. r?o�t his Card SaThat:i_r+ v tble C mtJh t - kpprs> r ;, Posted UntiI Final<Irts eetion Has,Been Made r , a c�._.. i6�9•. bi.#a �:r r � L Pr � rz'� R 1Nft r a rtifi ate.of 5 ccu ancv=is�R ufred s Bualcim shall N,o#be Oecunied,untrl a Ftraal Ins"'ecttonhas beenrnade,, Permit �b e,. .." ,.;1 C,. .,s,..d 195,, ; < ;;:, ,�„�„ Permit No. _ B-17=28"92 Applicant Name: fEW, LLC. Approvals Date Issued:° 09/18/2017 Current Use Structure F Permit=Type:- Building'_Deck` :_ Expiration Date: 03/18/2018 oundation. Location: 51 QUISSET ROAD, HYANNIS Map/Lot: 250 149 Zoning District: RD-1 Sheathing: Owner on Record: YARBRO,HELENA F&STAN TRS r r A �Gontractor Name FEW, LLC. Framing: 1 Address: 80772 SPANISH BAY ; " ; Contractor Licenses 180888 2 LA QUINTA,CA 92253 Est Project Cost: $4,000.00 Chimney: Description: Remove and replace. (remove and replace thr"eepwindows} Perm t Fee: $110.00 t _ r Insulation: Project Review Req: Remove and replace. (remove and replace three windows) Fee Paid: $110.00 / 017 Final: 9/18 2 Plumbing/Gas g, 441 el" _. Rough Plumbing: a Building Official Final Plumbin _ .'. .: 9: This permit shall be deemed abandoned and invalid unless the work auYho iz`ed'by,this permit is commenced within six months after issuance. z Rough Gas: All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning,by laws�and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for�public nspection for the entire duration of the work until the completion of the same_ Electrical � " � � The Certificate of Occupancy will not be issued until all applicable signatures by.theBwldmg and FreOff�cials arse prodded on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work s z 1.Foundation or Footing fi Rou h: " 2.Sheathing Inspection ��.,. ,. .': .. T�. .�.... . ..... g 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Ir$ulation 7.Fihal inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health -, Work shall not proceed until the Inspector has approved the various stages of construction Final:, "PersoCls contracting with.0,registereO contractors-do..not�have access to the guaranty fund"-(as'set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT - .. r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map V Parcel � Application Health Division Date Issued it fits e Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board AUK �,2 � �_ �n / Historic - OKH _ Preservation/ Hyannis , " VS rat n. Project Street Address 571, Q c Village C w l`..S Owner JIjO a A ` i/ � Address s � �cS2 ��t `��%•al Telephone Permit Request �.v�®�1 e { 1 qce r9ec�L 6 0 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District. Flood Plain Groundwater Overlay Project Valuation G e�0• Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 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: ❑ 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: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name T� • Telephone Number 7 lq,19-Z, Address. 144 tT ��� License # C5E4"< oF6572 cv P • d 2G� 1 Home Improvement Contractor# ®� Email �- yam- C04117 Worker's Compensation # ALL CONSTRUCTION DE IS RESULTING FROM THIS PROJECT WILL BETAKEN TO �eQ`1ST�d v� •Cc1�►'�c 5 SIGNATURE DATE G FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. r• ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING.: ROUGH FINAL l , I GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Yhe Caz rtweahIt i�sse s ' 600 WffhhzvGxShvd fin,HA.02111 Workers' Cuupensdim Insm-mce ATidav&' BsCm e s Infnrm af%en Please Pry I,e -9-W L-LC_ cm 114q Axiom,A IJ7(74�-ed' U"A b2b�1 PhMog- -T714- `77-Z— Ito 71 7 Are ytm an emglayer?.Check appropriate b a>r Type Of PTvj=f(mod}- I.® I am a emplogar wit 4. ❑I am a geii a ccuftsc ur and I 6. ❑New employees CW am1for part-time;* have hin d iffm Sauconfimictm Z.❑ I am a sole poptietar orpmtxr- d e the a t#sc�ed sheet ?- ❑Roder ship' - - Demolition and h�� 1 � $. wag forte is any capacity. $ 9_ ❑Buiidm 'addiag [NO Wadoew came.fi=rance C°MP' 1 Ethical or adds -] 5. ❑ We are a earparar=and its ❑ 3.❑ I ama hamemmier daiagallwork offers have exercisedtimw 1L❑MMA)iZrepaiMorMdal iom taysl€ENO warm'0=3P- right of eamnpfi.oa per MC L 1Z❑RoalrTairs i ce a-I i tr W,§i{4k aad.we have no J emplayees.[No 13_®fly �c fG 't rZu t! � =ap-m===oq6re&] �� ��t✓ •far fat has�l aLsaffio tbee abeIaarshav�5oleovmffu s'c�p po-Iicgi�ms9= a®ecwa�a�scb=kddr.sdrulwtr d1epmmdamVff Sd&MhiMadder—masts15mi sorb. fc�sutdwgc b==xstek f hs� aqqbyem I€tbemb•r..nk ach=RM=7107-v-%fiLgT—SPwvidL-&4=saw'amp Funu .Tam art aotapl�sr f7iatfs prauiriurg�varkets'r oa�s�iart itasuraatca�er�eQrpl��x $e&rav is t�ae prr&ry m�fQFi sifts Fa�Qrm�n. - - -• -PaBcg�m�f--szCs.Zia¢ • 1�4- JobSiteAdds U�S�.CC Kc' • �d� t � Aftaeh a copy of the w&r1wre coaapensat io Policy dechT ims gage(shMiag dw policy=ether fad espuation date). Fas1im to secure covmmp as requireduuder Section 25A of MQ.c-M cmu lead to the imposition.of rriminal peuahaes of a fine up to S154tk Qa amdfar one-year imp�os==34 as well as civil Penalties.in flee fig of ae SHOP WOM CMI Rand a iffie of up to$250M a day aagaiaat the violator.$e aahised td a copy-of t:s statement maybe fsvarded to the t?fEce of Nest s Ofthe DIA for coverage verificadodcL Itfer FaE'wa€ry egrt p andrr CurrEct l . PhoueA- a�j"rciaL aistr aatf� 37a curt arrFfa in�s atria,€�be carug£etcd 5,p tip artaaFrt�rcrat , Ck-or Tawrr: Fer>H1Licease:9 Leg AndwrRy(eirck Crae): L Saard of enm 1B=TArmg Dew 3.myirvim Qe-rk L nectt%cal Iispector S.FhuuMmgEnspeLfor C.t coact Fersoz<: Ph*=P: 6 1 11 11 li 1 1 ! ! ..:`y_ Ora..ic.w >!.i,: .:..iY. ...... _1 ii■n. . i.R [. ., .- .- '••Q•.7%R r.UOr iV :n via tt: [.- . i1■■U ••- an ■r_nl n i■ A r_nnl _n �•,+r • r •an■�.• - - �w•■ ll it ti- • a.•G■ u.■ :n r•nfr _ •/ n■ ■ %� . 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I also understand• that in some cases the home can be framed per the WFCM 1 oo mph Guide, if it meets certain requirements including but not limited to aspect ratio, roof height, number of stories, and exposure category (B). I have heard that Massachusetts has a "modified" checklist that can be used instead of the checklist at the end of the Guide. Is this true and what can you tell me about this "modified" checklist? Answer: You are correct on the items that you have noted. MA has modified the checklist in several important ways. The MA version allows a roof witli a pitch up to and including 8 in 12 to not be "counted" as a story. Further it does not require steel hold-down=-"and straps iri manylocations'if-full-height sheathing is used as µ defined in the MA checklist. Further, if the building will have furring strips installed in the ceiling abutting the gable wall then 2 x 4s installed on top of the ceiling joists are not required. There are other changes as well that were not noted here. The MA version of the checklist was formulated in recognition of the highly. regarded framing methods used in MA for many years and wood framing that has been used in North Carolina over the past 10 to 15 years which has performed well in severe hurricane weather in that state. ,3 *Answers to FAQs are opinions of the BBRS Staff and do not reflect official`positions or code interpretations of the BBRS. Town of Barnstable Building Department Services Brian Florence,CBO arm. Building Commissioner 200 Main Street,Hyannis,MA 02661 www.town.barnstable.maus Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If Using_A Builder 'subject as Owner of the property hereby authorize W ZL G to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) _ **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final. in ections e performed and accepted. S' tare of x Signa&re of Applicant e Print Name Print Name Date Q:FORMS:OWNEUERMISSIONPWLS Rev:09/16/17 Town of Barnstable ; Building Department Services Brian Florence,CBO Building Commissioner • 200 Main Street, Hyannis,MA 02601 1 www.town-barastable.maus i639� �� �p Mph Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number steed village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: cityAown 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 suFervisor. DEFE14MON 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- f unily 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 this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFHM\FORMS\building permit fomu\EXPRESS.doc 08/16/17 Commonwealth of Massachusetts- Department of Public Safety License: HE-172034 4K _ Hoisting Engineer DANIEL O BECOTTE 744 HARWICH RD BREWSTER MA 02031 . . =; CA-- Expiration: Commissioner 02/19/2018 firuiarr��iivv��//i r •`•ffii.;.ui�/iriir%%J . orflae of Copa+grtar Attar euslneas Ragulatlort HOME IMPROVEMENT CONTRACTOR 1 &� ii ;:•r TYPE:LLC }1n ., 1 ,.-.� ; 1608a 01/22/2019 FEW,I.I.C. DANIEL BECOTTE 744 Harwich Rd C ,�._...., Brewster,MA 02631 Undersecretary • I Massachusetts Department of Public Safety Board of Building Regulations and Standards License:CSFA-086372 Construction,Supervisor 1 2 DANIEL Q 13ECOTTE 744 HARWICH RD BREWSTER MA 02631 Expiration: Commissioner 02/18/2010 CB/DH<FND) - a € 'i -C, j A ' REBAR(FND) 20,094+/— SQ. FT_ 0.46+/— ACRES V J . J 1 � I - O.l 15.83' EXISTING 16.76' FOUNDATION N d2 � A ,REBAR(FND) w r0 i EXISTINGrL FOUNDATION 38.27 F` 15' WIDE BICYCLE PATH & SIDEWALK EASEMENT CERTIFIED PL0 T PLAN OF LAND IN CENTERVILLE, MASSACHUSETTS AS PREPARED FOR WILLIAM E. FRANZE, SR. PLAN REFERENCE— TO: WILLIAM E. FRANZE, SR. L.C.C. 40592—C (LOT 8) - ; ON THE BASIS OF MY KNOWLEDGE & PLAN SCALE— 1" = 60' INFORMATION, I FIND, THAT AS A DATE DRAWN—07/30/2009 RESULT OF A SURVEY MADE ON THE GROUND TO THE NORMAL, STANDARD LOCUS ADDRESS— OF CARE OF PROFESSIONAL LAND �-- _- 5-1�`QU1 SETT=RD SURVEYORS PRACTICING IN THE -~ COMMONWEALTH OF CHUSETTS, `G LE a:M_A!!02632 'THE LOCATION 0 u� G ATION � /✓ . IS AS SH 01�JE. -FILE: 07192007 SVWEETS 07-3109 ,,No F.B.: 31 o NOTES— DATE PROF 'sua_ D SURVEYOR REV. DATE— TOWN OF BARNSTABLE Building Department - Foundation Permit Date 1 0 Permit # 9y�-- Name b)WJ.RilK 7'�,w,, Location r J Insp. of Bldgs. ii �� DRI n TOWN OF BARNSTABLE Building Department - Foundation Permit Date 9— - Permit # 0-c c- � Name bV tL Location t ti Insp. of Bldgs. ` P t: 1 f , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION,,:, Map 2 1 Parcel ( 01 :Application 0� 67 Health Division Date Issued G Conservation Division ;Application Fe r Planning Dept: ' Permit Fee Date Definitive Plan Approved by Planning Board Historic = OKH. Preservation / Hyannis Project Street Address (At SSA Village f Owner-J.-I) I I A m E Address-S . Q U ( Ss l Rd Telephone 3(o Permit Request 77 u `Vle_e ✓ S(FNJ D.IN c9 qJ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuati ,00-D Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach su portingidocu`mentation. Dwelling Type: Single Family : 0 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King'_ ighwaf❑Y ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other �w Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 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: ❑ 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: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes *No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION ��---- (BUILDER O HOMEOWNER) Name W I `I (PiAk l/• —7-P-AMM6 Telephone Number Sd 6 ^ SDly 7 Address , i l`�S-e 1�► License # P` -re JZ V 1.12 A 07(o 32 Home Improvement Contractor# Worker's Compensation # DIIJ A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO RM 0LPnt s �C t SIGNATURE DATE rs. FOR OFFICIAL USE ONLY APPLICATION# .~^y 71 DATE•ISSUED [F MAP/PARCEL NO. ADDRESS 'L ' - 'M _ VILLAGE OWNER ..4 DATE OF INSPECTION: ' FOUNDATION r FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH ;FINAL "'; PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. " Y f " U The Commonwealth of Massachusetts Department of Industrial.4ccidents Office of Investigations• ' 600 Washington Street Boston,MA 02111 4 ' www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Address: 1 y 1 SSt City/State/zip: 'CB MT-•2 u tl I e YI ��3 Phone.#: •S —_3O 4—S D(° Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer Y to er with . . I ' 4. I am a general contractor and I 6. K New construction employees(full and/or part-time).* have hued the sub-contractors 2.F] I am a sole proprietor or'partrler-' listed on the-attached sheet. T. E]Remodeling ship and have no employees These sub-contractors have g•.❑ Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'.comp.•insurance comp.insurance.$ required.] 5. We are a corporation and its '10.0 Electrical repairs or additions 3 I am a homeowner doing all work officers have exercised their I LE]Plumbing repairs or additions myself.[No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13.0 Other comp.insurance required.] J. *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 al]work and then hire outside contractors must submit a new affidavit indicating such. xContractors 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. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. _ Insurance Company Name: Policy#or Self-ins. Lic.#: 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 crimirial 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 may be forwarded to the Office of Investigations of the DIA or insurance coverage verification. I'do hereby cJf;n&h pains p aloes of perjury that the information provided above is true and correct Si attire: Date: Phone#: ;V 9" .Official use only. Do not write in this area,to be completed by city or town,official t 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#: • r Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their.employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as "an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or ffi stee of an individual,partnership,association or other legal entity,employing employees: However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-cont=actor(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 affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Depart ent of Industrial Accidents. Should you have any questions'regarding the law or if you are required to obtain a workers' compensation policy,please-call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials .Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant 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'infonnation(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 maybe 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 fo any business or commercial venture (Le.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: ti The Commonwealth of Massachusetts' Department of Industrill Accidents , Office of lnvestigation& 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 ar 1-877-MASSAFE Fax# 617-727=770 Revised 11-22-06 www.mass.gov/dia ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: ��� I� 21 24 Site Address: s') ak V3 S. :1 print Town: p y- Sd(v GU 19, a z63Z 3 Applicant Phone: �� O " & Applicant Signature: 01ate of Application: 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 Option 1: Basement Slab P Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value wall R-Value AFUE HSPF SEER R-Value R-Value and Depth National Appliance Energy .35 R-3 8 R-19 R=19 R-10 R-10, Conservation Act(NAECA)of 4 ft.,, 1987 as amended,minimums or cater as a2plicable 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/rescheek/ ADDIT)IONS.ORALTERATIONS.TO EXISTING BUILDINGS.'O' ER'5 YEARS OLD* *Buildings under 5 years old must use option#1.or#2 in New Construction section above. Complete the following formula to determine the %o of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b_a) SF 100 x - _ % of glazing (b) Glazing area equals SF b a If gl ng is<'40%.use the chart below. • . If glazing is > 40 % roceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Slab Perimeter ❑ Fenestration Wall Floor Basement Wall Exposed floors R-Value U-factor R-Value R-Value R-value R.-Value and Depth .39 R-37 a R-13 . R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls, and including any access openings). SUNROOM—An addition or alteration to an existing building/dwelling unit where the total ❑ glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P). GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREA 110 MPH EXPOSURE B WIND ZONE Checklist. 1.1 SCOPE 1.3 FRAMING CONNECTIONS General cot-Ap 2.1 . ANCHORAGE TO FOUNDATION XYY ~-Floorhom � ~�^ �� mVwu�/xuer -----_---' 0RCov �^ ~~ =ut�' ` '' —'`--------------- �� ��m�mum . ."",D i Dimension-----------' (Figune8) �� � � 1�' �---- ��m�mumF�orJn�t ' ` '-----------'��- - __c� mm ~~~.~� �� S Loadboah Walls ~~ -~ Supporting ng xoVruneanwa|L----- (Flgune7)--.----------� �� h� �d �~� Maximum CanU�veredF�orJn�� --- ---- uppnrUngLoadboohngVVullsorShoonwoU—.'---. /F/gune8A------------- q h. d Floor Bracing at .................................................. (Figure 0\......................... ---'-----'' HoorSheaUhingTvoe--........................................... ........ 0RCcx .......................... Loel Floor Sheathing Thickness................................................... 0R(}nv -----'--' ---- � .Floor Sheathin ----------------' O��e2> —' �-��° ---- (Table ' -------.---'---��� Wall. - -- ` ^+ `^ � Load -~� my-"vaoo--' (F�ure 1C0 fL � 1O' `~ Nun'LnodbgahngVVa|ks y\--------'------. `Fi~une 1 `---'--'----- --��� '--------------- \ /Q «/---------,'MfL 20 � ~~ Wall Stud Spacing............................................................... (Figure 18).... ------- NL hl���4" oz� ---- ' \NaU Story --- ��/ (F�ure� 7�D----------' in. 5d | Nm 4^2 EXxE _ 'Wood ---- Loadbearing �-S'' ~� -----.—_-----.�-- (Table 6) .. ' �~x ' ft in- - � V ----- '--------- ag ------- " in ' , ' AK4ER|CAN FOREST@ PAPERASS0CkATl0N, 28 CHECKLIST R 3 € 4 110 MPH EXPOSURE B WIND ZONE Bracing Gable End Walls WSP Attic Floor Length................................................. (Figure 11 Gypsum Ceiling Length................................................. (Figure 11 Double Top Plate SpliceLength ......................................................... ...... (Figure 13)...........................................Q ft. ✓. Splice Connection (no. of 16d common nails (Table 6) .................................................. Loadbearing Wall Connections Uplift. (proprietary connectors)...................................... (Table 7) .....................................U Ib. Lateral (no. of 16d common nails) ................................ (Table 7) .................................................... '`ry-• Non-Loadbearing Wall Connections N Uplift. (proprietary connectors)...................................... (Table 8)..................................... UI Wlb. �. Lateral (no.of) common nails) ................................ (Table 8)................................................ y Wall Openings ti ' Header Spans;`..............:............................................. (Table 9) 3 ft. v in. ......................... Sill Plate Spans..................... ....................................... Table 9 ................ ( ) ft.0 in. S12' `. Full Height SWuds (no. of studs)..................................... (Table 9)................................................ Connections at each end of header or sill Uplift. (proprietary connectors)............................... (Table 9)............................................�lb. Lateral (proprietary connectors) ..............:.............. (Table 9)............................................16-Ib. ✓ Wall Sheathing Minimum Building Dimension, W '�' �M'eatMti`ng'l�ype...................................................... (Table 10)..........................................4V&OD ✓ Edge Nail Spacing.................................................. (Table 10).........................................-3 in. rim Field Nail Spacing..................... . . (Table 10).........................................'S in. Shearonnection (no. of 16d common nails)........ (Table 10)............................................ HoldVQwn Capacity............................................... (Table 10).............. .114 ✓ ........................... PerceOull-Height Sheathing................................ (Table 10) Qom% ✓ Maximum Building Dimension, L Sheathing Type...................................................... (Table 11) e»D ✓ ... Frino �lorl Cnonrnn `T 1) : .......................... y............................................ able 1 ........................................_' in. ✓ Field Nail'•Spacing:.........:::........ . .. . .......................... (Table 11) ......................................... 3 in. ✓ i Shear Connection (no. of 16d common nails)........ (Table 11) ................................................ 3 v Hold Down Capacity.............................................. (Table 11) lb. '✓ Percent Full-Height Sheathing................................ (Table 11) % ✓..................I......................... 4Wall Cladding C. Rated for Wind Speed?.........................: �/ . ROOFS ~Roof framingme tuber spans checked?............................:.. (IRC or WFCM)................... ........................... `•Roof Overhang................................ ....................... . ........... (Figure 19).......................... ft. <—2'or U3 •-Truss, I-Joist, or-flafter Connections at Loadbearing Walls Prop rietary'tonnectors uplift...,".. .................................................................. (Table 12)...................................U =33L lb. ✓ Latbral..................................................................... (Table 12)....................................L=170 lb. ✓ Shear................................... ....................:.............. (Table 12)................................... S =JZ lb. ✓ Ridge Strap Connections—Tension .....................I............. (Table 13)....................................T=(-5D plf ._Gable Rafter Outlooke',r....................................................... (Figure 20 .............. ( 9 ) ...... 0 ft. ft. <2' or U2 Outlooker Connections at:Non-Loadbearing Walls `� { Proprietary Connectors �'`�'• Uplift. .......''`::........................................................... (Table 14)...................................U = Q lb. Lateral..................................................................... (Table 14)....................................L= lb. c/ Roof Sheathing Type .......................................................... (IRC or WFCM).........................'� D `� 'rr .Roof Sheath in jhic a. r ✓- g loess .................................................. _m. >3/8 ws 2 ..Roof Sheathing Fastening....t.............................................. (Table 2) �W, AMERICAN WOOD COUNCIL — —_ — Town of Barnstable • �nv'P�OE THE p��� . Regulatory Services Thomas F.Geiler,Director ns,►sa �+ fD► J& Building Division Tom Perry,Building Commissioner 200 Main Street,-HY_annis,MA 02601.. www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION /- Please Print DATE: lY "` �• — O 1 n JOB LOCATION: 7 t QU S S� nu�mQberr a n street p village "HOMEOWNER": 11V L t I ('`M E,TILPWZe- S09- - �f ..SOG 4 name home phone# JJ wdrk phone# CURRENT MAILING ADDRESS S t1 IDS tv 1 Gt Z �Eti(TER,u l «� dl/I 14 07110 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. DEFINMON 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 M101111111111' ection procedures and requirements and that he/she will comply with said procedures and r me Si attire 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 bomeowner perfomr3ng work for which a building pemrit is rupiitd shall be exempt from the provisions of this section(Section I D9.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such worjc,that such Homeowner shall ad as supervisor." Many homeowners who use this exemption are unaware that they are assunung the respomNilities of a supervisor(see Appendix Q. Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness bfteo 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 rr-spons'lilities,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 fomJcertification for use in your eonvrrunity. Q:forms:homccxcmpt o� Ta�ti Town of Barnstable Regulatory Services . Ktes. $, Thomas F.Geiler,Director E16jg6 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b arnstab le.maxs Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete_and Sign This Section If Using A Builder as Owner of the subject.property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete.the Homeowners License Exemption Form on the reverse side. Q.FORMS:O WNERPERMISSION CB/DH( FND) -- 4S0 0 1 ' REBAR( FND) , 20,094+/- SQ, ET, 0,46+/— ACRES c' Go rs , PROPOSED BEDROOM oo EXPANSI❑N S DD T I O D ON A FOUR w, 4' Fq❑T F❑UNDA I I❑N 15.77' 1 REBAR( FND) ao 00 , w 10 'PROPOSED �L DETACHED 7.73" F GARAGE 15' WIDE BICYCLE PATH & SIDEWALK EASEMENT P �� CERTIFIED PLOT -PLAN, OF . LAND IN CENTERVILL-E, x-MASSACHUSETTS AS PREPARED FOR - DONALD THOMAS PLAN REFERENCE- TO: DONALD THOMAS L.C.C. 40592—C (LOT 8) ON THE BASIS OF MY KNOWLEDGE &, PLAN SCALE— 1 " = 40' INFORMATION, 1 FIND, THAT AS A DATE DRAWN- 05/21 /2009 RESULT OF A SURVEY MADE ON THE GROUND TO THE .NORMAL STANDARD LOCUS ADDRESS— OF CARE OF PROFESSIONAL LAND 51 QUISETT RD. SURVEYORS PRACTICING IN THE COMMONWEALTH OF MASSACHUSETTS, CENTERVILLE, MA 02632 THE LOCATION OF F LLING N ,gSsq IS AS SHO N o? Aug �tiG� FILE: 07192007 F.B.: 31 o6.22,•6ct T NOTES— o. DATE P F AL SURVEYOR REV. DATE— FESS � CB/DH( FND) 4S pp, ' REBAR( FND) 20,094+/— SQ. ET_ 0,46+/— ACRES co J PROPOSED ` . fs� BEDROOM EXPANSION 20.26'22� 'i REBAR( FND) OD 10 PROPOSED \�S DETACHED GARAGE <<� 15' WIDE BICYCLE PATH &;•SIDEWALK ' ' EASEMENT CERTIFIED PLO T PLAN OF LAND IN CENTERVILLE, MASSACHUSETTS AS PREPARED FOR DONALD THOMAS T0: DONALD THOMAS PLAN REFERENCE— L.C.C. 40592—C (LOT 8) ON THE BASIS OF MY KNOWLEDGE & PLAN SCALE— 1 " = 40' - INFORMATION, I FIND, THAT AS A DATE DRAWN— 07/19/2007 - RESULT O'F A_-SURVEY -MADE--ON THE GROUND TO THE NORMAL STANDARD LOCUS ADDRESS OF CARE OF .PROFESSIONAL LAND 51 QUISETT RD.,, SURVEYORS PRACTICING IN THE COMMONWEALTH OF M S HUSETTS, CENTERVILLE, MA 02632 THE LOCATION OF G IS AS SHOWN HEM . PAUL cyG� FILE: 07192007 ch F.B.: 31 - NOTES— DATE PROFES kssL SURVEYOR REV. DATE— q�Q gyp . ...- "rf' `oF.HE roy�o� Town of Barnstable BARNSTARLE. Re'u M latory Services_.: ' _ - ASS.. _. Building Division Division 200 Main Street,Hyannis, MA.02601 . Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice v Type of Inspection �-- Location Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: ( ( 61 KD 1 b 4 (27 Please call: 508-862-4038 for re-inspection. Inspected by Date 7._. q, PROJECT -- f NAME: GUC ADDRESS:—E.] ' I tt i Cl " Y1IS T PERMIT# 40 PERMIT DATE: M/P: j LARGE PLANS ARE FILED IN: BANKERS BOX FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSB OX PROJECT NAME: C1(4-i b Yl ADDRESS:,4q � � Y►Y1 l 5 PERMIT# 2p c2 Y� y r PERMIT DATE: d8 LARGE PLANS ARE FILED IN: BANKERS BOX FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSB OX PROJECT NAME: C t Q`i`►M f�1 S I ADDRESS: �� tt', S S G+ � PERMIT# PERMIT DATE: 14 M/P: 5` Q l LARGE PLANS ARE FILED IN: BANKERS BOX 65 FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX .�• •�O_� • 0 Assessor's rx{pp and lot number .. ... Qyo%THE Tad♦ Sewage Permit number r ......r ..1......\\ B>Bd9T"LE i S'/ ro rb o House number ..............• .�.... ..........ti.......,.... QM a� �: cuSTOWN ' OF BARNSTABLE SEPTIC iC SYSTEM IN COMPLIANM' • WITH 5 ' ENVIRON FNT� TITLE CODE ti �BUILDIHG_ INSPECTOR TOWN ' APPLICATION FOR PERMIT,TO jj TYPE OF .CONSTRUCTION ........ .f/.. .: ........... ........................................... —.7.. ......3..D........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit accordin to the following information: Location ..� ......�1.�..�.�..tT�..� .. ..... ,.r�! [. i..../...1..:(..l...r................. ProposedUse ......Pr;..v.ft--.Fer...0.cA LA,r./...8-471.........:................................................................................... ZoningDistrict ........................................................................Fire District .............................................................................. Name of Owner .�.�G..t�.....�...` '.r7...1.•.........................Address 17,1k!1 Name of Builder . . ....� 1 t r........Address ....................... Name of Architect r `'�/.pl'/.. ,��'J.��/?!......Address i�!..T7... f�-�' .T., $?.r....': ,7 Foundation Number of Rooms .............. .................................. Exterior ....... f�l../...I���G.C��I...................................Roofing �, � /t•�/.��. �•-�1�............. Floors ................. ....... �C...�. .1........:..............:.:........Interior .......�. il.... �iJf1.............................. Heating .[`r ........................................................Plumbing .. ..,.!/ �-,P. 1 /? Cost .......... �,1..,.G�A� o0 Fireplace .......... ..1�.f..�.........................................................Approximate. �f ....................:. Definitive Plan Approved by Planning Board -----------______-----------19_______. Area ................... Diagram of Lot and Building with Dimensions Fee -* SUBJECT TO APPROVAL OF BOARD OF HEALTH 'a',J,p tY OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town f Barns ble regarding the above construction. Name . . .. .... .. . .. ........................................... Construction Supervisor's Licens@�� / �� S L S TRUST No4 .?.8p.8:... Permit for` . „Story.............. r, *Single Family Dwelling ,s:..........Lo ...#g ...51 i Location ..... t . ...... ' ........•......Q•..u.....ss . ...et.....`Ro .••ad.•.. ..............................•....•............. . .Y.....(• L.Y. J I i r• 4 Owner ...S...L..S.:Trust............. f - s x ... Type of Construction ...........Frame.................. ,. ..,......a..`... ........ ............ ........................... ' • f+. Plot ............. ............ Lot .................... - �` ' ` Nov. 2-2 <. 8 Permit Granted .............................. .....19 I < Dote of Inspection ' 19 Date Completed�....................... ............19 ti .. � Sly �.• - y- Assessor's map•and lot number r ` -. _ ,o �f ' N Sewage Permit number ....................................... . ....,�,...... - Z BASd9TULL i House number .................................. �........................... 9,,eems�YASL /d 00'EO YP9.a\0� TOWN OF BARNSTABLE BUILDING INSPECTOR 1,�a l � � { APPLICATION FOR PERMIT TO � ..... j/ TYPE OF CONSTRUCTION ) .% I.. /' . ' TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: _ Location ..l -� ... ''......6/I..✓..r.` ` .. ....... ... '` �` .-..f..e. .. ... ..... .. ..... . .................... ProposedUse ..... j ...... .............................................................................................. ZoningDistrict ........................................................................Fire District ............................................................................... Name of Owner . :..�.....�.... ...' �............ ..........Address Name of Builder �., )r�' .fir .�. '.� ' ........Address .................................................................................... Name of Architect ,A.:��j....... .E. f' . , ', !'! .....Address . ' .................�a .....��.f „..., Number of Room/sr ..............�} ..............................................Foundation ^/�� ........ ,�] f ... `_... I6... . . ......... . Exterior ........;:............ Roofing f..,....�.. ..a%. :`n............. Floors'. .Interior ...... ..,.?.. .' ........ ;? ' f` .............................. Heating L_.. ". :.........................................................Plumbing . '`.. ��f..r...: :L... �ti.t . �.........�.... j„T, , Fireplace ........ ,>.s��c .........................................................Approximate. Cost ........./z!� f . ...1..�......................... Definitive Plan Approved by Planning Board -----------_______-----------19_______. Area .......................................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH 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. f � NameA�?f/ �.......... ..... .-....r ........................................ Construction Supervisor's License::.:::��.......................:.... SLS TRUST A=250-41 & 20H t • No 2.5 8.i3. P.... Permit for 1 z..Story............... _ Single„Fami.j ..AWelj.ixIg............... Location TAo:t. 8. ....5.1...au-. S.Set—Road. ................. ................................. Owner .S..Vie..S... rL1S. .................................... Type of Construction .............ramp.................. .......................................................... .................. x Plot ............................ Lot ................................ Nov. 22, 83 Permit Granted ........................................19 Date of Inspection ....................................19 Date Completed ......................................19 144 n „o''"`r• TOWN OF BARNSTABLE Permit No. -_t_2 5 8 0 8------__-- ` Building Inspector cash -------------------------- YL '�GrfP'r•` OCCUPANCY PERMIT .Bond - __________X---_--___-___- � I i ♦ K Issued to S L S Trust Address Lot 8, 51 Ouisset Road, Centerville. Wiring Inspector ��/ ., Inspection date Plumbing Inspector X � » �e` Inspection date Gas Inspector Inspection date e }[Engineering Departments .r m _ Inspection date j Board of Health Inspection date �Z 12.0%,1 3. 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 IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. �,.............................................../ 19 �� �............................. � �. Building Inspector ... FROM ��--• TOWN -OF BARNSTABLE F BUILDING DEPARTMENT. . Fit LAteine 67 MAIN STREET HYANNIS, MA OM TOM CtvLk Phone: 775-1120 SUBJECT: FOLD HERE 'DATE - .. .. Mcrich 141984 MESSAGE- , Week I been campteted undeA &.aiding :1�vmt :tI #25644 8 02S809 IS. L.. S. T'4a,6t)F , Piet utwe 66nd, ; SI'GNE -DATE REPLY r - •. - _. SIGNED - N87.RMI t RECIPIENT:R.ETAIN WHITE COPY.RETURN-PINK COPY PRINTED IN U.S.A.. SENDER:-SNAP OUT,YELLOW COPY'ONLY.SEND WHITE AND PINK COPIES WITH CARBON INTACT. r S 0 02 n� A . 00 • zoo W r3 P` 7 N N .Iro✓N.D4TIaJ N � ! � vl Fj vj 17 5 l D IcW A tLV- ft'� MT, d 5 0 -t { s �vUN >ATI ON 615R1'I FIGa'TIOtJ (IS►JTrI_AV►1._rI_ fWIT/6.rx fMA, WAr_V4ICY- Aem*x. INL On the basis of my kno«ledge, information and �y_4r a I Wa, CD.L).AaOrN, NAA_ . belief, I certify to T ayr7 o r h/ that as> a. result of a survey made on %Ihe ground . on i �t. � 3 ,;:I f ind that a'The structures} are looted on :the site us shown. /�• Co.��/ianc�w;.A?_-117e 75owr7 zo.*7i07�,%y-L mews j The..title-., lines 'and lines of .o.ccupation of the ` site are.'as. shown hereon.,. � �P�1N OF.,q�gs� `2'lie site is situated in,.Flood Zone m� w a' 4 w o� rt�lAM. 9� � ','==unity. PaneI No.2 o zo laateg ,b ;;�. M v Date: t4 '10771 <.a yO.S'�Ij VE�Q 'TOWN OF BARNSTABLE BUIldin Application Ref: 200704997 . 9- BARNSTABLE. Issue Date: 08/29/07 Permit y MASS. �ArFO 3319. a�� Applicant: FRANZE,WILLIAM E. Permit Number: B 20072088 Proposed Use: SINGLE FAMILY HOME Expiration Date: 02/26/08 Location 51 QUISSET ROAD Zoning District RD-1 Permit Type: GARAGE DETACHED RESIDENTIAL Map Parcel 250149 Permit Fee$ 163.59 Contractor FRA Z ILLIAM E. Village HYANNIS App Fee$ 100.00 License Num 00 0 Est Construction Cost$ 39,900 Remarks APPROVED PPIjikNS MUST BE RETa -NED ON JOB AND CONSTRUCT 22 X 24 DETACHED GARAGE THI%� CARD'MUSBE KEPT POSTED UNTIL FINAL INS C.TTJON HAS BEEN I DE. WHERE A CER CATEOF OCCUPANCY IS REQUIRED,SUCH Owner on Record: THOMAS, DONALD R JRQ& BUILDUQAALL NOT BE OCCUPIED UNTIL A FINAL. Address: 51 QU155ETT RD INS ECTION HAS BEEN MADE. CENTERVILLE, MA 02632 Prw Application Entered by: PR 0��Uilding Permit Issue y: THIS'PERMIT CONVEYS NO RIGHT TO,OC JPY ANY°ST�RL'ET;-ALLY'ORT�IDEWALK.OR ANY PART THEREOF EITHER TEMPORARILY OR PERMANENTLY: ENCROACHEMENTS ON PUBLIC PROPERTY4 NOT-SPECIFICALLYPERMIT, UNDER THE,BUILDING CODE,MUST BE APPROVED BYTHE JURISDICTION. STREET OR-ALLY GRADES AS WELLAS DPTH AND L C+ATIQN OF PUBLIC=SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF:PUBLIC.WORKS THE ISSUANCE OF THIS PERMIT DOES NOT LEASE`TZAAPPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION'RESTRICTIONS MINIMUM OF FOUR CALL-4SPECTIONS I QUIRED FOR A L CONTSTRUCTION WORK: 1.FOUNDATION OR FOO T INGS=mm*0,_ 2.ALL FIREPLACES MUST BE INSPECTED+ ROAT EL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO:E COIVIP�ETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO C VERING STRU�%URAL MEIv,IBERS(READY TO LATH). 5.INSULATT r ' `+ 6.FINAL INSP. TION BEF OCCUPANCY. WHERE AP PL BLE,SEPARATE PERMI PSI.ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL T PROCEED UNTIL T. INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL$l+COME NULiff AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PE IT IS ISSUED AS NOTED ABOVE. PERSONS CONTRA C G WI UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(asset forth in MGL c.142A). z w r BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health TOWN OF BARNSTABLE BUILDIW PERMIT APPLICATION. Map 2 J® Parcel Application# 06 76 LIT7. 1 T Health Division Date Issued en Conservation Division Application Fee �VIJ w Tax Collector Permit Fee Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 51 0 Lk t 5 S E i Q® A,> P e r Village �� t 16 ✓1k5 Owner 7D 0 N a L3 7Jrj0 A S Address yl Tl iq b a C A7t Q Nl}S A e A4 ,0 26 Telephone TZD Permit Request COO STr_u eT 22'x Zg- ,4e4 f,E "—" L Square feet: 1 st floor:existing proposed 2nd floor:existing proposed TfAI news Zoning District Flood Plain Groundwater Overlay t a- Project Valuation 3!1700 construction Type � 00D �!f YP ,1 a7 Lot Size 00 -7 Se F o Grandfathered: ❑Yes XNo If yes, attach supporting�d cumentation. ` cn Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) ry r� Age of Existing Structure Historic House: ❑Yes ❑No On Old King's High ay: ❑Yes ❑ No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing 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: ❑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:❑existing Anew size 22' i `Shed:❑existing ❑new size Other: Zonin .Board of Appeals Authorizat-ion -❑— Ap Recorded❑p -- Commercial ❑Yes ❑No If yes, site plan review# { Current Use Proposed Use BUILDER INFORMATION �fg_Namef-W LU. 411" fW2G' SR M& � Telephone Number '609_5i(o "(D Address I2) SlUC� $tAX 29y 1 B ' mk License# L% 2(o Z Home Improvement Contractor# 0 f 6 — —07, Worker's Compensation# -7 PJIL AI f{ X 20 150 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO L&iAl l a►1, C SIGNATURE . CMG DATE -�z. » FOR-OFFICIAL USE ONLY TfT APPLICATION 4 . DAT/SSUED A. MAP/PARCEL NO � � \ I 2 . ` ADDRESS VILLAGE OWNER DATE OF INSPECTION: . FOUNDATION . . FRAME \ INSULATION FIREPLACE \ ELECTRICAL: ROUGH FINAL . . \ PLUMBING: ROUGH FINAL . } GAS: . ROUGH FINAL - / FINAL BUILDING � . . \ DATE CLOSED OUT \ ASSOCIATION P�AN•NO. . . The Commonwealth of Massachusetts Department of Industrial Accidents Office of lnvestigations . 600 Washington Street ` Boston,MA 02111 www.mass.govldia Workers? Compensation Insurance_Affidavit: Builders/Contractors/Electricians/Plumbers J Applicant Information Please Print Legibly Name(Business/Organization/Individual): . I�� IlR►N : : Q2 f U'Lt= J tC M& Uc Address: 1"L to Aryr P VoAd' C Zfi City/State/Zip: ��UJ_5 �'C�EZ M 02631 Phone.#: �D —89b�-(0 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 employees(full and/or part-time).* have hired the sub-contractors 6. El New construction . 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' P t. 9. []Building addition [No workers' comp.insurance comp.insurance. 10. Electrical repairs or additions required.] 5. ❑ We are a corporation and its ❑ P '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.❑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 flr l 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. xContractors 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. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. ell" n Insurance Company Name: fz� �JCS J. Policy# r Self-ins.Lic.#: PJ LL ALI q qx 10150 Z Expiration Date: I 0" t— 0 Job Site Address: City/State/Zip:0—EUTEUZU ilk M k 0263 2__ 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 o e DIA for insurance coverage verification. I do hereby cQ J* �ndppains-a n enalties of per'ury that the information provided above is true and correct" ISienature: Date: _ Z D _ Phone#• Official use only. Do not write in this area,to be completed by city or town ociaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town CIerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership, association,corporation or other legal entity, or any two.or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the' dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to*operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of compliar ce with the in_�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-confractor(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 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 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 Sile Address"the applicant should write"all-locations in_(city-or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number:. The Commonwealth of IMawachusetts Department of Industrial Accidents Office of Investigations 600 Washingtoai Street Boston,ILIA 02111 Tel. #617-727-4900 ext 406 or 1-877 MASSAFE Fax#617-727-7749 Revised 11-22-06 ) ww.mass.go-v/dia Town-of Barnstable Regulatory Services Thomas F.Geiler,Director ib � Bi&dincr bivision plfD MP'�a b . Tom Perry,Building Commissioner 200 Main Street, Hyam ,MA 02601 Office. 509-862-4038 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. �p Type of Work: Lt) ( �5T�1 IOI�► I)f Ae d (Estimated Cost 00 Address of WorkZ- owner's Name _�O�A �0 M S Date of Application;I I hereby certify that: 4 Registration is not required for the following reason(s): FWork excluded bylaw FlJob 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 WORD 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. e5 t7y3(074 ��. ���&cntractrNaMe Date Registration No. OR Date Owner's Name Q:fa=hcmmMdz.v . Table ddSlfl(ea"ftu . > P'reserlptiro Fscicsge!for ead Zsro-F'amfip Ruldeati lu ldloga'Ssata Wilt Powppels ' • RYA?Lf MVM �M� �CilarRsg G1azl°g Celiiag Walt Floor $isertieal Stab •HeatinglC°oting eat RMCGUCYY Am,Cja) U-vatne= R-valssI ' R-value RYstue Will I�esisaeier F PS . P 'fie R-value' R-ralu° 510I to 6500 Eesticg Degrsr Dam IZ%• 0.40 38 13 19 10 6 Normal tZ'1a 4S? 30 19 � I9 10. 6 N0MIA R , 6 . '•83�F'tJS • S . 13l. Q30 38 ' 13 19 f 0 rmal- 036 38 13 35 .WA NIA. 0 . •� � . U 15'ra 0.46 38 19 19 10 NormaI 15% 0.44 38 13 25 WIA . U AFn � g5 AEtTE ' jy 15'Y. U. 30 19 19 10 x 18'�. 0.32 38 •13 25 N/1l NIA Normal ormal �• 18'!. 0.4I 38 19 25 NIA NIA °SAFUE f8o 6,41 38. 13 IJ 10? 6 � Io'�. it.50• 30 19 19 10 6 �AFl7E DRE55 OF PROPERTY: .•�� •�� l���' 1 1—� . 2. gQUARE FOOTAGE OF ALL ECTERIOR WALLS; ' . 5Q FOQTA�E�OR ALL;�OIA:ZIN4.� � 7 �`�' • 4, % GLAMNO AREA.(#3 DIVMED B'Y 42): a _ SE+L•ECT PACKAGE(Q AA-see chart above); NO'B: QT`I3MMORE IM-IOLVED IVMTHOI)S OF DEiEP lYdG mTERGY REQUMEr&NTS ARE AYAILABLE, ASK US FOR THIS MFORMIATION, BU ILDING-MPECTDR APPROVAL: Q guru-�oG303a ' oF, E�� Town of Barnstable, a y Regulatory Services yH"NAM '$ Thomas F.Geller,Director `SprfD;Ac"1� 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 p I, ®ONE(� l� �®l-qS 3r. , as Owner of the subject property hereby authorize �, _ Lo. LL.C. to act on mY behalf, in all matters relative to work authorized bythis biu7ding permit application for: (Address of job) 73 -1¢ d7 Signature of Owner Date ' Tfko C a, Print Name QFOPMS:OvTNERPfiR�iI55I0N I i } ` ✓07i�e V Lice ` U CONSTRUCTION SUPERVISOR .�. i R K NumbeF-,CS O43624 a Birthdate 08l05/1954 ; i=A i Expires 68/055//2008 Tr.no: 1336.0 Rest rated L00 r i_ WILLIAM E FRANZE JR• PO BOX 294l121�SWAMP RD,r1 BREWST�R, MA`02637 c�.G;,.�� r: Commissioner P S r ie'�o9rvnzo�uaealU�,/�aaaac%ueeCta . d of Building Regulations and Standards License or registration valid for individul use only NE IMPROVEMENT CONTRACTOR" before the expiration date.If found return to: z. Board of Building Regulations and Standards sgistration: 131842 One Ashburton Place Rm 1301 Expiration:426l2008 Boston,Ma.02108 1$ Type-;FL"Liability Corporation v , E JR .ar T 7 ._- 02631 Deputy Ad inistrator .Not valid without signature 2 x CB/DH( FND) - i 4S 00, ' REBAR( FND) 20,094+/- SQ, ET_ 0,46+/- ACRES c J • J 1 -P rs PROPOSED BEDROOM 0o EXPANSI❑N 200 � 1s.ss' 2 ; REBAR( FND) o 00w 'Car PROPOSED � S f DETACHED GARAGE << / Q0 - _ -- 1.5,. ,WIDE A"T `BICYCLE - _ a._ .-, P H & SIDEWALK EASEMENT , CERTIFIED PL0 T PLAN OF LAND IN CENTERVILLE, MASSACHUSETTS AS PREPARED FOR DONALD THOMAS PLAN REFERENCE— TO: DONALD THOMAS L.C.C. 40592—C (LOT 8) ON THE BASIS OF MY KNOWLEDGE & PLAN SCALE— 1 " = 40' INFORMATION, I FIND, THAT AS A DATE DRAWN— 07/19/2007 RESULT OF A SURVEY MADE ON THE GROUND TO THE NORMAL STANDARD LOCUS ADDRESS— OF CARE OF PROFESSIONAL LAND SURVEYORS PRACTICING IN THE 51 QUISETT ,RD. COMMONWEALTH OF MASSACHUSETTS, CENTERVILLE, MA 02632 THE LOCATION OF :t-4TH 4y E -DWELLING J �? l IS AS SHO HEIR:E� ' FILE: 07192007 F.B.: 31 ., NOTES— DATE R 0 F E,'55� URVEYOR REV. DATE— a 1HE R TOWN OF BARNSTA�BLE 3'0' ilding, Application Ref: 200704996 BARNSTABLE, Issue Date: 08/29/07 Permit 9 MASS. i639• �� Applicant: FRANZE,WILLIAM E. Permit Number: B 20072090 RFD MA'I A - Proposed Use: SINGLE FAMILY HOME Expiration Date: 02/26/08 Location 51 QUISSET ROAD Zoning District RD-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 250149 Permit Fee$ 49.20 Contractor FRANZE,WILLIAM E,° -, Village HYANNIS App Fee$ 50.00 License Num 008131 Est Construction Cost$ 12,000 Remarks APPR}VED PLANS M ST BE RETAI DON JOB AND BUILD 8X 15'4 ADDITION TO RIGHT SIDE OF HOUSE-BEDR rH S CARD MUST BE T POSTED UNTIL FINAL EXTENSION / INSPECTiION HAS BEEN �ADEWHERE A ERTPF CAT ;OF OCCUPP` Y IS REQUIRED,SUCH Owner on Record: THOMAS, DONALD R IR DING SHALL NO *'BE OCCUPIED UNTIL A FINAL . Aw Address: 51 QUISSETT RD I -ION HAS BEEN AkDE. CENTERVILLE, MA 02632 Application Entered by: PR ildi.g Permit s,,ed By: „. THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANif�STREET LL OR SIDE "K OR ANY PART"THEREOF,EITHER TEMPORARILY OR- PERMANENTLY; ilk- ENC ROAC HEMENTS ON PUBLIC PROPERTY.NOSPECIFICALY PEITTED E BUILDING CODE,MUST BE APPROVED BY THE7URISDICTION STREET OR ALLY:GRADES AS"WELL AS DEPTH AND LOCAT ",OF,P J LIC SEW 'S MAY BE OBTAINED FROM THE'DE.P1.ARTMENT OFPUBLIC WORKS', . THE ISSUANCE OF:THIS PERMIT DOES N RELEASE THE At'PLICANT FROM:THE CONDITIONS OF ANY APPLICABLE SUBDIVISION`RESTRICTIONS MINIMUM OF FOUR CALL INSPECTION' REQ �%TH ,'ROAT R ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. _ 2.ALL FIREPLACES MUST BE INSPECTED AT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS.T�O BETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING{STRUCTURAL MEMBERS( LATH): 5.INSULATION. 6.FINAL INSPECTION BEFORE OCC Y. WHERE APPLICABLE,SEP,AwRATE PERMI A 4 -QUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL T PRO,CGI'ED UNTIL THF'INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WIL EGOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PE yT IS ISSUE . AS NOTED ABOVE. PERSONS CONTRA G WIT REGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). i a ' ® e ® P . ..r•, r E t 1 se..k. r BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map 50 Parcel f Application# C:;� 70 �O Health Division Date Issued Conservation Division Application Fee -9- 5-0 Tax Collector Permit Fees "�D Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 51 Q u% .55 A l Village Owner �®g A Lb 1 KO M AS Address /1113C2 G �� O26yy Telephone 5d 8— 9 20 Permit Request cx l L � � r X 15 `4 " 11--'P-P I Ti 09 To R 1!J k I (FA57 'S ID NE-D R 00mIX 1 EW S 10QA) Square feet: 1 st floor:existing d proposed 113 2nd floor:existing 2z proposed ® Total new M3 Zoning District R 1 Flood Plain i �(® - Groundwater Overlay 1; P y G5 Project Valuation i PZ�coo Construction Type Ly OECD Lot Size A00 3 ? S.F. Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 9 Two Family ❑ Multi-Family(#units) Age of Existing Structure y 25 •Historic House: ❑Yes Flo On Old King's Highway: ❑Yes X�qo Basement Type: AFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) ® Basement Unfinished Area(sq.ft) 0 Number of Baths: Full:existing . 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: OGas ❑Oil ❑Electric ❑Other Central Air: ❑Yes A No Fireplaces: Existing New Existing wood/coal stc ve: ❑YQes 4No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existin ❑new size Attached garage:❑existing ❑new size Shed:N existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use e BUILDER INFORMATION Name Telephone Number r� L� Address T. 0 11B O� ''` `1 License#0, EJ T 3 7 Q 0:5 1 E k 1 �rv�1 ill 0 21& Home Improvement Contractor# ' Worker's Compensation# " l l��'W 13 9!tK20 503 ALL C+T'RyJCTION'DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO__Y D(A—fri h I') SIGNATUR Ar,W.tie-DATE �' f 1 l v >I ' l ►, FOR OFFICIAL USE ONLY i _APPLICATION# tit DATE ISSUED MAP/PARCELNO. ADDRESS VILLAGE x OWNER- DATE OF INSPECTION: FOUNDATION z FRAME { INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL' ,"" GAS: ROUGH FINAL _ FINAL BUILDING r �r DATE CLOSED OUT ASSOCIATION PLAN NO. v t The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations " 600 Washington Street Boston,MA 02111 www.mass.gov/dia -• Workers" Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbei-s Applicant Information Please Print LeLribly Name(Business/Organization/Individual): .\44i 6AM E F12FW ZE 'Te• MA-0Aq L;tz W �� Address: a 1 AN-9 00 Al [_P r�• Pic �,,C) 73 (ZEW S FER,' M 02.Z.3/ City/State/Zip: EW5 I E2 67! Phone.#: _®i?_ '(v 4 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 . employees(full and/or part-time).* have hired the sub-contractors 20 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 workingfor me in an capacity. employees and have workers' Y P t3'• . [No workers' comp.insurance comp,insurance.t 9. KBuildini addition required.] 5. We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 11. Plumbing repairs or additions '3.❑ I am a homeowner doing all work ❑ , g eP myself, [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' . 13.0 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. $Contractors 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. Iam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: �I L IT V�/� tC Policy or Self-ins.Lic.#: 1"�� � l 3 Expiration Date:_ 10'-1 —0_- Job Site Address: 5 t al5S 9 City/State/Zip:CZAIM—PU17t e 9166 3Z 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 WA for insurance coverage verification. I do hereby c un the pains-and penalties of perjury that the information provided above is true and correct: Sienature: Date: 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#: s i Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two.or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee-of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." 1viGL 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( )states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented'to the contracting authority." Applicants f` Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone number(s) along with their 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 policy is required. Be advised that this affidavit may be submitted to the Department of Industrial employees,a y q Y P I P 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 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 provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number:. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax 4 617-727-7749 Revised 11-22-06 Arww.mass.goY/dia �pFTMF, Town-of Barnstable P p Regulatory Services snRris ram, Thomas F.Geller,Director �►iass. i639' ►`�� Building Division rED MP't b Tom Perry,Building Commissioner 200 Main Street, Hya=is,MA 02601 Office: 509-862-4038 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: eo a�Tmy 1 1014 W)y 1%/at/ Estimated Cost l 7 r 000 Address of Work: ( U 155 E T . ® eEN-1tf?_V l d t A- 0 2�3 Owner's Name: -- Date of Application: !F— 13 "®l- I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 7Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS FULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES.OF PERJURY I hereby apply for a permit as the agent of the owner: �l 3 _0 r Z 12 M 1'10 UZ c 131 Date Contractor Name Registration No. OR Date Owner's Name Q:fc=homeaffldsv Tame.lazla(eat�ae� . . . 1°mcripff"F9e4:29d for flae aa8 T'Ttra-F'tm� aeataanF•R �tt4�Ppals ' ' 84A?CfIHt1B9 . � tilazi;sg Glazing Calling Wail Floe! WILD Biserrlect : Blab '13eating/Coolirng d=r eat mdeacY �I(` U-valoct A-vsIsset ' R S*alue� &Yeluc; ° � - P=-1 3a fi10I to 6300 Hextlag I3egrxrDays' 31 13 19 10 Norma 12% M2 30 19 . 19 I0. 6 Alamo! F g I2�, p.50 31 I3 19 10I5 . 03 6 31 13 Z5 •NIA NIA. NOTE 1'ivrmal 15'�. 0.46 31 19 14 10 B 15% 0.44 31 I3 15 NIA, isI1A . 85 AF�TB U AFUS �y 13% 0.32 30 19 19 10 Nortaal 0.33 31 •13 23 NA FQIA Nasmal y R$•l. a43 31 19 35 NIA NIA' Z 11% 0,4t 31. 13 19 I $ 9 S AFJ AFITB UE I0% �30• 30 it; 19 To 8 • ��� A,DDRE58 OF PR©PER..'TY; �I I•L_l 5 S �T ®2&3 Z SQUARE FOOTAGE OF ALL.EXI OR WALLS: �q(a ` 3, SQUARE FOOTAGE OF ALL M.,AZING: o 0f 4, % aLAZINO AREA.03 DIVIDED BY'02); ® 1 ® �. SEL•ECT PACKAGE AA o see chart sbave): ; NOTp; OTHERMORE IN-VOLVED IMTHODS OF DE1'EPN �I2' G ENERGY BZQVIRES ARE.AYAILABLE, ASK•US FORTHLS M-ORMATI N, L�iSPECTOR�.PPRDVAL: R g�ris-f�oG303a • f E, Town of Barnstable t Regulatory Services t BAMSTABLE, + 9 $, Thomas F.Geiler,Director �A1 839. Building]Division TfD NIA' Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 wr w.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize e LLC. to act on my behalf, in all matters relative to work authorized bythis biu7ding permit application for (Address of Job) Signature Owner Date Print Name QFOP MS:O vTN-VERMISSION CB/DH( FND) - i 4S 00' If REBAR(FND) \ 20,094+/— SO. ET, 0,46+/— ACRES Go 1 -A ' t PROPOSED 1 t s� BEDROOM po EXPANSION 15,82 16.98' 22• I REBAR( FND) A O / W i PROPOSED DETACHED GARAGE O 15' '`WIDE BICYCLE PATH & SIDEWALK " EASEMENT Ile CERTIFIED PL0 T PLAN OF LAND IN CENTER VILLE, MASSACHUSETTS AS PREPARED FOR DONALD THOMAS PLAN REFERENCE- TO: DONALD THOMAS L.C.C. 40592-C (LOT 8) ON THE BASIS OF MY KNOWLEDGE & PLAN SCALE- 1 " = 40' INFORMATION, I FIND, THAT AS A DATE DRAWN- 07/19/2007 RESULT OF A SURVEY MADE ON THE GROUND TO THE NORMAL STANDARD LOCUS ADDRESS- OF CARE OF PROFESSIONAL LAND 51 QUISETT RD. SURVEYORS PRACTICING IN THE CENTERVILLE, MA 02632 COMMONWEALTH OF M..ASS.A.CHUSETTS, ; ' THE LOCATION OF T ;LLI4NG Pam. IS AS SHO HERE 7 F_ FILE: 07192007 N F.B.: 31 -)If[ 67 NOTES- DATE P OFESS1�al - � SURVEYOR REV. DATE- a I i 1 BO R FBU�I'G(e3- p License; CONSTRUCTION SUPERVISOR Y Number NCS O43624 q r Birthdate 68/05/1954 „ :. Expires 08/05/2008 Tr.no: 1336.0 RestNcted 00 ' WILLIAM E F t ,- -ter RAN2E JR rp PO BOX 294/121 SWAM Rp ` BREWST�R, MA0263.1� Commissioner ie Toomvnzaou o��a�ivaed d of Building Regulations and Standards License or registration valid for individul use only WE IMPROVEMENT CONTRACTOR before the expiration date. If found return to: �. Board of Building Regulations and Standards :gistration: 131842 One Ashburton Place Rm 1301 Expiration 9/26/2008 Boston,Ma.02108 i 3s - �Sype Ltd�Liability Corporation. '• Ez JR1 02634 Deputy Administrato 'r Not valid without signature, . .. .. 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• ADDITION - - - -- - - - - - - - - - - - - - - - -- -- - ---- - - - -- -- -- -- - - - - - - - - - - - - - -- - -- - - - --- -- - - - - - - - - -- - - -- -- ------ --- - -- - - - -- - - - - -- - - -- -- -- - - - - -- - - -- - - -- --- - -- - - - - -- -- - - - - - - - - -- -- - - - - -- - - -- ----- -- -- -- -- ----- - ----- -- --- - - - - - - - - - - - - - - - - - -- -- -- - - - - - - - - - -- -- - - - - - - - - -- -- - - - - - - - - PROPOSED LEFT ELEVATION DRAWING # CUSTOMER: WILLIAM FRANZE COMPANY: DRAWING DATE: 07-02-2007 LEFT ELEVATION SCALE: 1/4 " 1' r51 QUISett Dr REVISION NUMBER AND DATE = FTYPES HEET # 2 Centerville, MA OF CONSTRUCTION ADDITION r f --- --- - -- - - -- -- ---- -- 4 2 —Qn i—Ln ' PROPOSED.'- RIGHT ELEVAT! ON DRAWING # 1 PROPOSED CUSTOMER: WI LLI AM FRAN ZE DRAWING DATE: 07-02-2007 , RIGHT ELEVATION ' SCALE: 1/4" = 1' . 51 Quisett Dr REVISION NUMBER AND DATE SHEET # 3 Centerville, MA TYPE OF CONSTRUCTION ADDITION r 1 • PROPOSED KITCHEN PROPOSED FLOOR PLAN _ ADDITION 21 „ 8O-10 PROPOSED- _ '-0" BATH ROOM 7'-6" ---5'-10 5'-0" 4'_5�� Lu EXISTING - cn O BATHROOM J DINING-ROOM , 12'=0" 010 00 O EXISTING PROPOSED - BEDROOM BEDROOM 13'-10" EXTENSION 14'-6" EXISTING '-3° EllWASH ROOM w N O TOTAL SQ FT 1217 - .r. y FIRST FLOOR t . 4 _p„ W_041 EXISTING �` Y EXISTING BEDROOM LIVING ROOM II'-2" w 0 3,-8" LOSET DRAWING # 1 PROPOSED CUSTOMER: v-WILLIAM FRANZE DRAWING DATE: 07-02-2007 FLOOR PLAN SCALE: 1/4" = 1 51 QUISGtt Dr REVISION NUMBER AND DATE SHEET 5 Centerville, MA TYPE ,OF CONSTRUCTION ADDITION NOTE: ALL BRACING WOOD AND METAL AS REQUIRED BY CODE 2" X 10" RIDGE BEA EXISTTNG) ,2-j10 2" X 8" RAFTERS 16" OC (EXISTING) 2" X 6" COLLAR TIES 16" OC (EXISTING) . S . 2" X-4" 16" OC SUPPORT WALL ( TING) R-30INSULATION 5/8" CDX 2" X 8" RAFTERS 16" OC 2" X 8" 16" OC CEILING JOIST (EXISTING) 2" X 8" 16" OC CEILING JOIST (3)--- 2" X 10"x 9'' LONG HEADER (EXISTING) (2) 2" X 4" ENGINEERED STRUCTURAL STEEL BEAM _ (2) 2" X 4" HANGERS FOR RAFTERS AND EXISTING AND NEW CEILING JOIST 2" X 4" 16" OC (3) 2" X 4" (3)'2" X 4" (EXISTING) 1/ 2 CDX R-15 INSULATION CANTILEVERED Zn X 8" 16" OC FLOOR JOIST EXI TING 2" X 8" 16" OC FLOOR JOIST EXISTING FOUNDATION STRUCTURAL AS BUILT" AND PROPOSED CROSS SECTION DRAWING # 1 CUSTOMER: WILLIAM FRANZE. DRAWING DATE: 07-02-2007 STRUCTUAL PROPOSED 51 QUiSett Dr REVISION NUMBER AND DATE SCALE: 1/4' = 1 , FsHEET s Centerville,, MA TYPE OF CONSTRUCTION ADDITION r 4 TYPICAL CROSS SECTIONS 10" RIDGE BEAM ASPHALT SHINGLES 2 X 8 ROOF RAFTERS, 16" O.C. IX8 COLLAR TIES 15* FELT IF REQUIRED 112 " ROOF SHEATHING RIP INSULATION DOUBLE 2 X 4 PLATES WINDOW, AND DOOR HEADERS (2)2 X 8 - -R-11 INSULATION PLUS TYVEK CEDAR SHINGLE SIDING 112 SHEATHING 2 X 4 STUDS 16".O.C. 2 X 10 FLOOR JOIST 16" O.C. - 2 X 8. PT PLATE R-19 INSULATION 8" FND WALLS 4' HIGH - 6 MIL VAPOR BARRIER FOOTINGS 2500 PSI CONCRETE NOTE: ALL BRACING WOOD AND METAL AS REQUIRED BY CODE HOUSE BEDROOK ADDITION DRAWING # TYPICAL CUSTOMER: WILLIAM FRANZE DRAWING DATE: 07-02-2007 CROSS SECTION SCALE: NONE 51 QUISett Dr REVISION NUMBER AND DATE SHEET # 7 Centerville, MA TYPE OF CONSTRUCTION ADDITION 8'-01 PROPOSED FOUNDATION EXISTING FOUNDATION PROPOSED j ANCHOR BOLTS PLACED P BEDROOM j u 14 6 AS SHOWN Ac��� EXTENSION I i . �q j(1'Z 4'_p" FOUNDATION CROSS SECTION - = - - - - - - - ab 1 , i, if SD130"-lt. 6 0 NTI h w et- PROPOSED FOUNDATION TO BE ATTACHED T EXISTING FOUNDATION. WITH DRILLED REBAR. 8" WALLS 4' HIGH ON 6".X I' THICK FOOTINGS PROPOSED ADDITION FOUNDATION. i t D N iF } DRAWING DATE: 07-02-2007- G # 1 FOUNDATION CUSTOMER: WILLIAM FRANZE _ tI REVISION NUMBER AND DATE E, 51 Quisett D.r 9559 1/4' = 1' TYPE OF CONSTRUCTION KITCHEN ADDITION �# 6 Centerville, MA " ,w. n^,^ s• yam!.-�. ".,^.^-sue «rr.._... ,.- .,...a...:,.•m«rx,,,.",F«^°""s•'."`."+"^.'. ""'.^ 9Y'. N- *+ ..,. xa* j ^':` 77 •+wyr. '+"..s-.;.6y . ,..,,......;«.;..,,,w.•+•- .. -' lJ� '. lT r i 12 12 to it 6.-0. FRONT ELEVATION 161-0" REAR ELEVATION DRAWING # 3 CUSTOMER: WI LLI AM FR AN ZE COMPANY: DRAWING DATE: . 03-12-2009 FRT/REAR ELEVATION 51 QUiSett Rd REVISION NUMBER AND DATE SCALE: 1/4"•= 1' SHEET # 2 Centerville, MA TYPE OF CONSTRUCTION GARAGE (NEW) CAPE COD ' PERMIT AQUISITION ASSOCIATES ' 508-364-5064 ITIIIIITIIII illk 11 iliThIm 11ju Jim JIT"-11 I�I I 14� 32'-0° LEFT ELEVATION DRAWING # 3 DRAWING DATE: 03-12-2009 CUSTOMER: WILLIAM FRANZE COMPANY: _ LEFT ELEVATION SCALE- 1/4 V 51 QuISC�tt Dr REVISION NUMBER AND DATE TYPE OF CONSTRUCTION GARAGE (NEW) SHEET # Centerville, MA CAPE COD PERMIT AQUISITIQN ASSOCIATES 508-364-5064 1 t 191 011 Tm —321,011 RIGHT ELEVATION DRAWING # 3 CUSTOMER: WILLIAM FRANZE COMPANY: DRAWING DATE: 03-12-2009 R RIGHT ELEVATION REVISION NUMBER AND DATE ' SCALE: 1/4"= 1' 51 Quisset Rd TYPE OF CONSTRUCTION GARAGE (NEW) Centerville, MA SHEET # 4 PERMIT A LTISITION ASSOCIATES 508-364 5064 - CAPE COD PE Q 3"x 311 PLATE WASHER BOLTED DOWN. _p n 2"X 8" PT SILL PLATE GRADE v CONCRETE FLOOR 4"BELOW TOF ' /8 ANCHOR BOLT Y_911 2800 PSI 3/4 STONE MIX 6 SLUMP ` 8"THICK X 3'9"HIGH WALL 1 1 p" 16"W X 12"THICK FOOTING 611 2�_p11 -0" 2'-0" Z'-0" 2'-0" 2'-0° 2�_011 21-0" _01' 2Z_p11 2'-011 21_011 21_011 21 _01, ,_6�� FOUNDATION CROSS SECTION 3'-9" 3'-6 ANCHOR BOLTS PLACED 0= AS SHOWN 5/8" X 12" ANCHOR BOLTS 2,`0 MINIMUM IMBEDIMENT 7" DROP I' BELOW GRADE 16'-8" 16'_ 2'-0 8'-6" 2'-0 j CLEAN COMPACTED SAND 2'-0 FLOOR TO BE 4" THICK 3000 PSI PEA STONE GRADED 1/16 INCH PER FOOT BACK TO FRONT-FLOOR TO END p'_ 2'-0 3'-9" I'-0' _ 61 32'-8" DRAWING # 2 GARAGE CUSTOMER: WILLIAM FRANZE DRAWING DATE: 03-12-2009 FOUNDATION SCALE: 1/40t 1' 51 Quisett Dr REVISION NUMBER AND DATE SHEET # 3 Centerville, M A SHEET OF CONSTRUCTION GARAGE (NEW) r FRAME CROSS SECTION 2" X 10" RIDGE BEAM ASPHALT SHINGLES 2 X 8 ROOF RAFTERS 16 O.C. IX8 COLLAR TIES 8,_011 . 15* FELT IF REQUIRED 2 " ROOF SHEATHING HURRICANE CLIPS ALL RAFTERS 10" BOX WITH -10" I JOIST (230 CLASS) 16" O.C. 01- 0" DOUBLE 2 X 6 TOP PLATE 2 " VERTICAL WALL SHEATHING O.C.V 2 X 6 WALL STUDDING 16" 3) 2"X 8"HEADER 3)2"X 8"HEADER WINDOW STRAPS 3 0 q1_911 2 X 4 SOLID BLOCKING BETWEEN STUDS CORNER STUD HOLD DOWN (ALL CORNERS) 3'-0" 2 X 6 SHOE , 2 X 8 PT SILL PLATE 31�4'1 1-8„ •. *I1nll I' 0" DRAWING # 3 BEARING DRAWING DATE: 03-141--2009 CUSTOMER: WILLIAM FRANZE CROSS SECTION 1, 51 Qu isett Rd REVISION NUMBER AND DATE SCALE: 1/4" TYPE OF CONSTRUCTION ADDITION SHEET # 6 Centerville, MA CAPE COD PERMIT AQUISITION ASSOCIATES NON BEARING CROSS SECTIONS 10" RIDGE BEAM 12/12 PITCH ASPHALT SHINGLES 2 X 8 ROOF RAFTERS 16" O.C. . IX8 COLLAR TIES 12'-0° 15# FELT IF REQUIRED 2 " ROOF SHEATHING 3'-0 GARAGE DOOR HEADER (3) 2 X 10 2 X 10 1 FLOOR JOIST (230 CLASS) 16" OC 2 X 4 2' OC FRONT TO BACK STAGGER JOINTS ON FLOOR JOIST r 2" VERTICAL BOARD SIDING (3)2 X 8 HE AVER - '-9' '_6��- 3'-0" FRONT CROSS SECTION REAR CROSS SECTION DRAWING # 3 FRT/REAR RAWING DATE: 03-12--2009 ., CUSTOMER: WILLIAM FRANZE - CROSS SECTION 51 Quisset. Rd REVISION NUMBER AND DATE SCALE: NONE t 77ff-017 CONSTRUCTION ADDITION SHEET # 5 � Centerville, M A CAPE COD PERMIT AQUISITION ASSOCIATES 508-364-5064 .v • � ", � � .Y ,�, � _ _ _ ' i � �' .• _ � _' F � t 1 .. � -} _. � � ti '- -, - +_ ., V + �` `i I i � f •, i ' �. _ 1 • r • _ - � F t .. - � � . F a # � r i - � .. .. .._ _ ' .. r f„ -- ♦ r � � � � � wti _ � ' � a �_ � _ J. � � 1 • S' 1 � � r � � I ' , .� 1r k t ^ tl � i� 4! r • � .t i ♦ t +..� .I lip lu o - 1 r.x;rp;3-_c;F.cp.. . . . . . 141-011 41-011 61011 S E FRONT ELEVATION DRAWING # 1 CUSTOMER: DONALD THOMAS COMPANY: F. E. W. CONSTRUCTION INC DRAWING DATE: 07-02-2007 51 Qu iSett Dr P. O. BOX 294 REVISION NUMBER AND DATE SCALE: 1/4 = 1' , SHEET # 1 Centerville, MA BREWSTER, MASS 026-31 TYPE OF CONSTRUCTION ADDITION CRYSTAL COAST DESIGN SERVICE , ATLANTIC BEACH , NC. 2851 2 252 - 726 - 9559 Ze_oee 5'-4' vv 6'_011 PRuruSED RIGHT ELE'V'ATIQN - DRAWING # 1 PROPOSED CUSTOMER: DONALD THOMAS COMPANY: F. E. W. CONSTRUCTION INC DRAWING DATE: 07-02-2007 RIGHT ELEVATION SCALE: 1/4e' = 1' 51 QU (Sett Dr P. O. BOX 294 REVISION NUMBER AND DATE SHEET # 2 A-2 Centerville, MA BREWSTER, MASS 02631 TYPE OF CONSTRUCTION ADDITION CRYSTAL COAST DESIGN SERVICE , ATLANTIC BEACH , NC- . 28512 252- 726 - 9559 26'-0" LEFT ELEVATION , DRAWING # 1 CUSTOMER: DONALD THOMAS COMPANY: F. E. W. CONSTRUCTION INC DRAWING DATE: 07-02-2007 LEFT ELEVATION = 1' 51 QUISett Dr P. O. BOX 294 REVISION NUMBER AND DATE SCALE: 1/4" SHEET # 4 Centerville, MA BREWSTER, MASS 02631 TYPE OF CONSTRUCTION ADDITION CRYSTAL COAST DESIGN SERVICE , ATLANTIC ,. BEACH , NC 28512 25-2 - 726 - 9559 TTV -011 3$'-01' 46'-0" P ®POSE ® EAR ELEVATION DRAWING # 1 PROPOSED CUSTOMER: DONALD THOMAS COMPANY: F. E. W. CONSTRUCTION INC DRAWING DATE: 07-02-2007 REAR ELEVATION SCALE: 1/4" = 1 ' 51 QUiSett Dr P. 0. BOX 294 REVISION NUMBER AND DATE SHEET # 3 Centerville, MA BREWSTER, MASS 02631 TYPE OF CONSTRUCTION ADDITION - EXISTI'N.GFLOOR L EXISTING EXISTING BATHROOM 71-2 DINING R®OM EXISTING EXISTING. BATH ROOM EXISTING KITCHEN BEDROOM 12'_511. EXISTING WASH ROOM 1901-610 • a OF TOTAL �F 24`-.®11 TOTAL SQ FT 9.60 5TqTA5. - 26°-0'° FIRST FLOOR FF CLOSET EXISTING EXISTING BEDROOM LIVING ROOMuj cn I LOSET 6. 2/ 1_0°6 DRAWING # 3 PROPOSED CUSTOMER: DONALD THOMAS COMPANY: F. E. W. CONSTRUCTION _INC DRAWING DATE: 07-02-2007 FLOOR PLAN SCALE: 1/4" = 1' rJ1 QUiSett Dr P. O. BOX 294 REVISION NUMBER AND DATE . SHEET # 5 A-14 Centerville, MA BREWSTER, MASS 02631 TYPE OF CONSTRUCTION ADDITION CRYSTAL COAST DESIGN SERVICE , ' ATLANTIC - BEACH.; NC 28512, 2527-- 726 - 9559 O1_O11 7'-64 o -10" EXISTING EXISTING BATHROOM DINING ROOM EXISTING EXISTING BATH ROOM EXISTING PROPOSED KITCHEN BEDROOM BEDROOM EXTENSION 15'-/ 11 EXISTING !BASH ROOM TOTAL SO FT 1082 CLOSET CLOSET 2'-7" PROPOSED IST FLOOR EXISTING EXISTING BEDROOM 8'-8" LIVING ROOM uj 0 U LOSET !, 23'-8" PROPOSED FLOOR A D GARAGE DRAWING # 3 PROPOSED CUSTOMER: DON ALD T-H OM AS COMPANY: F. E. W. CONSTRUCTION I N C DRAWING DATE: 07-02-2007 FLOOR PLAN SCALE: 1/4" = 1' 51 QUISett Dr P. O. BOX 294 REVISION NUMBER AND DATE SHEET # 6 A-11 Centerville, MA BREWSTER, MASS 02631 TYPE OF CONSTRUCTION ADDITION CRYSTAL COAST DESIGN SERVICE., ATLANTIC BEACH , NC -28512 252 - 726 - 9559 PROPOSED ADDITION FOUNDATION '-011 PROPOSED FOUNDATION j i I ; EXISTING FOUNDATION ! i I I ANCHOR BOLTS PLACED i AS SHOWN 15'-4" ; I Y I 41-0° FOUNDATION ! i CROSS SECTION - ----------- - - PROPOSED FOUNDATION TO BE ATTACHED TO EXISTING FOUNDATION WITH DRILLED REBAR. 8" WALLS 4' HIGH ON 16" X I' THICK FOOTINGS CUSTOMER: DONALD THOMAS COMPANY: F. E. W. CONSTRUCTION INC DRAWING DATE: 07-02-2007 DRAWING # 2 FOUNDATION _ . SCALE: 1/4" = 1 ' 51 QUISett Dr P. O. BOX 294 REVISION NUMBER AND DATE SHEET # 2 Centerville, MA BRE S W TER MASS 02631 TYPE OF CONSTRUCTION ADDITION , CRYSTAL COAST DESIGN SERVICE , ATLANTIC BEACH , NC 28512 252 - 726 - 9559 ♦ R - TYPICAL CROSS SECTIONS 10" RIDGE BEAM > ASPHALT SHINGLES 2 X 8 ROOF RAFTERS 16° O..C. IX8 COLLAR TIES 15* FELT IF REQUIRED 112 " ROOF SHEATHING R-30 INSULATION DOUBLE 2 X 4 PLATES GARAGE DOOR HEADER (2) 2 X 12 WINDOW AND DOOR HEADERS (2)2 X R-15 INSULATION PLUS TYVEK WINDOW AND DOOR HEADERS (2)2 X S CEDAR SHINGLE SIDING. 112 SHEATHING 2 X 4 STUDS 16 O.C. 2 X 10 FLOOR JOIST 16" O.C. WTHICK GARAGE FLOOR 3000 PSI PEA STONE 2 X 8 PT PLATE R-19 INSULATION 2 X 8 PT PLATE. 8" FND WALLS 4' HIGH 6 MIL VAPOR BARRIER FOOTINGS 2500:PSI CONCRETE HOUSE ADDITION GARAGE DRAWING # 3 TYPICAL CUSTOMER: DONALD THOMAS COMPANY: F. E. W. CONSTRUCTION INC DRAWING DATE: 07-02-2007 CROSS SECTION SCALE: NONE 51 OU (Sett Dr P. O. BOX 294 REVISION NUMBER AND DATE SHEET ## 7 Centerville, MA BREWSTER, MASS 02631 TYPE OF CONSTRUCTION ADDITION CRYSTAL COAST DESIGN SERVICE , ATLANTIC BEACH', NC 28512 252 - 726 - 9559 17 n 6'-011 FRONT ELEVATION REAR ELEVATION DRAWING # 3 CUSTOMER: DONALD THOMAS COMPANY: F..E. W. CONSTRUCTION INC DRAWING DATE: 07-02-2007 FRT/REAR ELEVATION 51 QU (Sett Dr P. O. BOX 294 REVISION NUMBER AND DATE SCALE: 1/4"= 1' - Centerville, MA BREWSTER, MASS 02631 TYPE OF CONSTRUCTION GARAGE (NEW) SHEET # z CRYSTAL COAST DESIGN SERVICE, ATLANTIC BEACH , NC 28512 252 - 726 - 9559 24'-0„ 24'-0" kf LEFT ELEVATION RIGHT ELEVATION DRAWING 3 GARAGE COMPANY: F. E. W. CONSTRUCTION INC DRAWING DATE: 07-02-2007 D # CUSTOMER: DONALD THOMAS LEFT/RIGHT ELEVATION SCALE: 1/4 1' 51 QU (Sett Dr P. O. BOX .294 REVISION NUMBER AND DATE Centerville, MA BREWSTER, MASS 02631 TYPE OF CONSTRUCTION GARAGE (NEW) SHEET # 2 CRYSTAL COAST DESIGN SERVICE, ATLANTIC BEACH , NC 28512 252 - 726 - 9559 20'-0° ---------------_-----------------------------------7 i ! i PROPOSED FOUNDATION CLEAN COMPACTED SAND i UNDER 4" CONCRETE FLOOR ! i i 3000 PSI PEA STONE MIX j MIRROR FINISH ! j . ANCHOR BOLTS PLACED j AS SHOWN j I I I i 0,- ! j j j i 4'-0" FOUNDATION i 24'-0" ! i CROSS SECTION i I j s i I j I I i I i j ! PROPOSED FOUNDATION TO BE FREE STANDING I ! j 8" WALLS 4' HIGH ON 16" X I' THICK FOOTINGS j ! I CONCRETE --- 2500 PSI 3/4 STONE MIX 6 SLUMP i ! I FLOOR TO BE 4" THICK 3000 PSI PEA STONE GRADED _ ! j 1/8 INCH PER FOOT BACK TO FRONT-FLOOR TO END I I ! IN MIDDLE OF FND WALL. START APRON AT THAT POINT ! DROP FND I' BELOW GRADE POUR APRON ON TOP • ! r AND CONTINUE FOR 2'6". AT A DEPTH OF 12" TO GRADE '-91 L —16'-6„ 1 1-9 I' �r DRAWING # 2 GARAGE CUSTOMER: DONALD THOMAS COMPANY: F. E. W. CONSTRUCTION INC DRAWING DATE: 07-02-2007 FOUNDATION 51 QUISett Dr P. 0. BOX 294 REVISION NUMBER AND DATE SCALE: 1/4" = 1' SHEET # 3 Centerville, MA BREWSTER, MASS 02631 TYPE OF CONSTRUCTION GARAGE (NEW) CRYSTAL COAST DESIGN SERVICE, ATLANTIC BEACH , NC 28512 252- 726 - 9559 e TYPICAL CROSS SECTIONS 10" RIDGE. BEAM ASPHALT SHINGLES 2 X 8 ROOF RAFTERS 16" O.C. IX8 COLLAR TIES A 15* FELT IF REQUIRED I/2 " ROOF SHEATHING R-30 INSULATION- DOUBLE 2 X 4 PLATES GARAGE DOOR HEADER (2) 2 X 12 _ WINDOW AND DOOR HEADERS (2)2 X 8 R-15 INSULATION PLUS TYVEK WINDOW AND DOOR : HEADERS (2)2 X 8, CEDAR SHINGLE SIDING 112 SHEATHING 2 X 4 STUDS 16" 0.C 2 X 10 FLOOR JOIST 167 O.C. 47HICK GARAGE FLOOR 3.000 PSI PEA- STONE 2 X '8 PT PLATE 2 X_ 8 PT PLATE i R-I9 INSULATION 8" FND WALLS 4' 'HIGH 6 MIL VAPOR BARRIER FOOTINGS 2500 PSI CONCRETE HOUSE ADDITION w GARAGE DRAWING # 3 TYPICAL CUSTOMER: DONALD THOMAS COMPANY: F. E. W. CONSTRUCTION INC DRAWING DATE: 07-02-2007 CROSS SECTION SCALE: NONE 51 QU iSett Dr P. 0. BOX 294 REVISION NUMBER AND DATE SHEET # 7 Centerville, MA BREWSTER, MASS . 02631 TYPE OF CONSTRUCTION ADDITION CRYSTAL COAST DESIGN SERVICE , ATLANTIC BEACH , NC 2851 -2 252 - 726 - 9559 tiff - 'II k - 6'-01 2 2'-0" 22'-0" FRONT ELEVATION REAR ELEVATION DRAWING # 3 CUSTOMER: DONALD THOMAS COMPANY: F. E. W. CONSTRUCTION INC DRAWING DATE: 07-02-2007 FRT/REAR ELEVATION 51 QulSett Dr P. O. BOX 294 REVISION NUMBER AND DATE SCALE: 1/4"= 1' SHEET # 2 Centerville, MA BREWSTER, MASS 02631 TYPE OF CONSTRUCTION GARAGE (NEW) CRYSTAL COAST DESIGN SERVICE, ATLANTIC BEACH , NC 28512 : 252 - 726 - 9559 1 i t 24'-0" 24'-01 LEFT ELEVATION RIGHT ELEVATION DRAWING # 3 GARAGE CUSTOMER: DONALD THOMAS COMPANY: F. E. W. CONSTRUCTION INC DRAWING DATE: 07-02-2007 LEFT/RIGHT ELEVATION SCALE: 1/4"= 1' 51 Quisett Dr P. O. BOX 294 REVISION NUMBER AND DATE SHEET # 2 Centerville, MA BREWSTER, MASS 02631 TYPE OF CONSTRUCTION GARAGE (NEW) CRYSTAL COAST DESIGN SERVICE, ATLANTIC BEACH , NC 28512 252- 726 - 9559 ------------------------------------------------- • i ! i PROPOSED FOUNDATION CLEAN COMPACTED SAND j UNDER 4" CONCRETE FLOOR ! i j 3000 PSI PEA STONE MIX ! j I MIRROR FINISH I . ANCHOR BOLTS PLACED i i _ AS SHOWN I I - I i 0' " j 4'-0" FOUNDATION j 24'-0" ! i CROSS SECTION i I I ! - i I j i I j i I j i I i i ! PROPOSED FOUNDATION TO BE FREE STANDING i I I 8 WALLS 4' HIGH ON 16" X I' THICK FOOTINGS j CONCRETE --- 2500 PSI 3/4 STONE MIX 6 SLUMP i ! I FLOOR TO BE 4" THICK 3000 PSI PEA STONE GRADED I/8 INCH PER FOOT BACK TO FRONT-FLOOR TO END IN MIDDLE OF FND WALL. START APRON AT THAT POINT - - - - - - - - - - - - ......----- - - - - - J DROP FND I' BELOW GRADE POUR APRON.ON TOP ! AND CONTINUE FOR 2'6°. AT A DEPTH OF 12" TO GRADE • r 6'-6" '-9" DRAWING # 2 GARAGE CUSTOMER: DONALD THOMAS COMPANY: F. E. W. CONSTRUCTION INC DRAWING DATE: 07-02-2007 FOUNDATION SCALE: 1/4" = 1' 51 QU ISett Dr P. 0. BOX 294 REVISION NUMBER AND DATE Centerville, MA BREWSTER, MASS 02631 TYPE OF CONSTRUCTION GARAGE (NEW) SHEET # 3 CRYSTAL COAST DESIGN SERVICE , ATLANTIC BEACH , NC 28512 252 - 726 - 9559 TYPICAL CROSS SECTIONS 10" RIDGE BEAM ASPHALT SHINGLES - 1 2 X 8 ROOF RAFTERS 16" O.C. IX8 COLLAR TIES { 15# FELT IF REQUIRED 112 " ROOF SHEATHING R-30 INSULATION I DOUBLE 2 X 4 PLATES GARAGE DOOR HEADER (2) 2 X 12 WINDOW AND DOOR HEADERS (2)2 X 8 R-15 INSULATION PLUS TYVEK WINDOW AND DOOR HEADERS (2)2 X 8 CEDAR SHINGLE SIDING 112 SHEATHING 2 X 4 STUDS 16 0.C. 2 X 10 FLOOR JOIST 16" 0.C. 4'THICK GARAGE FLOOR 3000'PS1 PEA STONE 2 X 8 PT PLATE R-19 INSULATION 2 X 8 PT PLATE 8" FND WALLS 4' HIGH 6 MIL VAPOR BARRIER FOOTINGS 2500 PSI CONCRETE HOUSE ADDITION GARAGE DRAWING # 3 TYPICAL CUSTOMER: DONALD THOMAS COMPANY: F. E. W. CONSTRUCTION. INC DRAWING DATE: 07-02-2007 CROSS SECTION 51 QUISett Dr P. O. BOX 294 REVISION NUMBER AND DATE SCALE: NONE SHEET # 7 Centerville, MA BREWSTER, MASS 02631 TYPE OF CONSTRUCTION ADDITION CRYSTAL COAST DESIGN SERVICE , ATLANTIC BEACH , NC 28512 252 - 726 -,9559 F