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HomeMy WebLinkAbout0072 INDIAN TRAIL y m a Y r. a a - �. x ' E 14 ;a I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 10 Map I ?.i, Q" AParcel d Permit# (3 1 Health Division `zSt ^3-7 I Date Issued 7 — ?_ c) _ Conservation Division EXISTING Fee , Z/_ _ E"C SYSTEM Tax Collector LIMITED T' #OF BEDROO Application Fee d b MS ,� Treasurer Planning Dept. Checked in By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis Project Street Address 72- 1hJ®1IJ�b Village C 1ap_w aa Owner 7F�OM -s � N - 1�6� S-LAAEA Address lo��lAL,o C12.CLf, 'ANV0Vt�,Z. MA. Telephone Permit Request Avvinaw Square feet- lst floor: existing proposed AJ6 2nd floor: existing proposed 1_l 0, Td� nevJAA Valuation L� ,bbU Zoning District Flood Plain Groun water Overlay'' Construction Type ® rgAMC— Lot Size 5� x f f 5� q.77� 5�� Grandfathered: Q Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family . Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes XNo On Old King's Highway: ❑Yes (No Basement Type: ❑Full YCrawl Cl Walkout ❑Other Basement Finished Area(sq.ft.) ,NSA Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new 0 Half: existing ® new O Number of Bedrooms: existing 3 new .0 Tota;Room Count(not including baths): existing new '. First Floor Room Count HekType and Fuel: JGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ANo Fireplaces: Existing + New ® Existing wood/coal stove: ❑Yes XNo Detached garage:❑existing ❑new size Pool:❑existing ❑new,,size Barn:Cl existing ❑new size Attached garage: ❑existing ❑new size Shed:Xexisting ❑new ,size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes XNo If yes, site plan review# Current Use Proposed Use - - BUILDER INFORMATION Name IP14 A& C ;dax) Telephone Number Address �1� 2eV t7 -0 /,I.�G� License# A Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNAT DATE J X0 2d, 2066 FOR OFFICIAL USE ONLY PERMIT t4O. F DATE ISSUED I MAP/PA_ RCEL NO. ADDRESS _ — '—VILLAGE . OWNER , r DATE OF INSPECTION: FOUNDATION10 FRAME INSULATION FIREPLACE n `V cr ELECTRICAL: fjR_OUGH FINAL - 0 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ' FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLANNO. ` ems` _.__•.��.....��.-..�..-... � .uwuuwv."�suw�s Department of Industrial Accidents Office.of Investigations 600 Washington Street Boston,MA 02111 www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lezibly Name (Business/Organization/h&vidual)µ C 7,f,6 21,E Address: i,4 A Z C I 6 'nn 17L*- City/State/Zip:_.-A ,U 0e v E V V t 4 Phone#: 46:7' - 0 9)f 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 (fhE and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 1 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for mein any capacity. workers' comp.insurance. • 9. Building addition [No workers' comp. insurance 5• ❑ We are a corporation and its 10.❑ Electrical repairs or.additions required.] officers have exercised their 3: I am a homeowner doittg all work right of exemption per MGL 11.❑ Plumbing riepairs or additions myself. [No workers' comp. c. 152, §IN,and we have no 12.[Z Roof repairs insurance required.]t employees. [No workers' 13.[1 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 iContractors that check$is box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. I am an employer that is providing workers'compensation insurance for my employees- Below is the policy and job site information. - [nsurance-Company Name: Policy#or Self-ins.Lie.#: 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 criminal penalties of a fine up to$1,500..00 and/or one-year imprisonment as well as.civifpenaIties in the form of a STOP•WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of investigations of the DiA for insurance coverage verification. I do hereby ce �nderfhe nd pen � es f perjury that the information ormation provided above is true and correct Si afore: �' Date:. t/ ,V_ 20 7.006 Phone#: [ic ficial use only. Do not write in this area,to be completed by city.or town offwc al, ity or Town: PermitUcense# suing Authority(circle one): Board of Health L.Building Department 3.City/Town Clerk 4..Electrical Inspector 5.Plumbing Inspector Other ontact 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:"aa i ividual,...par eghip�: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 ' k receiver or trustee of an individual,pa rtnership,association or other legal entity,employing employees. Howover: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 woik-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 to construc t buildin s in the commonwealth for any . r permit to operate a business or g „ renewal of a license o p P d applicant who has not produced acceptable evidence-of compliance with the insurance coverage require 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. necess Y su 1 sub-contractors)name(s), address(es)and phone number(s)along with their certificates)of arY, PP insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members orparwers; are notrequired to carry workers' compensation insurance. If an LLC or LLP does have a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial employees, P affidavit should Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The be returned to the pity 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' compensationpolicy,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 investi lions has to contact you regarding the applicant. of the affidavit for you to fill out in the event the Office ga 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 "' applicant should write"all locations in (city or ddress the d under Job Site A policy information(if necessary)an tovvn)."A copy of the affidavit that has been officially stamped or markgd by the city or town may be provided to the applicant as proofthat-a valid affidavit is On file for.future permits-or-licenses..A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and.fax number: The Commonwealth of Massachusetts . Department of Industrial.Accidents ..Office 9f Investigations 600-Washingfon Street- . Boston,MA 02111, Tel.#617-727-4900 ext 406 or-1-877-MASSAFE Fax#617-727-7749 Revised 5-26705 v;Nmmass.gov/dia Town of Barnstable a; Regulatory Services ' Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 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 that,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: D D i i o,.� Estimated Cost' 51 D a Address of Work: 7 2 a/A t4 T2 A CO 7'r--2 V/L 1.rz Owner's Name: /f-/O l`.,1 A S V Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 OBuilding 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 EUROVEMENT 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: Jam 20 'ZoO� Date Contractor Name Registration No. OR cic-okpo Ho yyJ A 6 ¢ J Date Owner's Name Q:forms:hameaffidav •j�Q�.nnppso,.r,r . TAID mub�eaaliene� Heatad 1de:fi th Fo FQda • ' " p�uiptire Paeuges for dun and'Twa� mfl Raideotial Bugdinga ' yp �1AxflyluM BUNIM� =pm c�oa aWell2700Ir Ceilingag ClIazlaB p Aas°(!.) U-Valdo Rwalue� A vatae' R valRW � it-value Fame 8701 to 6300 Reatio Da 13 19 10 6 Noraca! Q• 12% 0.40 3E 10 6' Normal R 12% 032 30 . -19 19 •E3 E 13 •19 10 6. g 12y.' 0.50 3E N!A 31OMA 3E I3 25 NSA _y aimal— ---- - 19 19 10 0.4# �3E� --13�_ 23 NIOA WARM. 6 is AF[Tfi �► . .1Sy. r O.Sl 30_ �' 19 l9 1 Nanaa! .. 25 NIA N!A X 19% 032•' K 38 NIA Normml y 18y. '' 0.42 3E 19. 25 rilA 90 AFUE 13 19 10 6 �j y •' 18y. 0.47 3E 19 19 10 i 90 AFIJL AA 18% 0.50 1. ADDRESS OF PROPERTY: I ipi APB +�► L` • C���� rzv r L L�- .. • C ' 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS;: .; FOOTAGE OF ALV CMAZING: 3. WARE ,6 �." � �r .7.��•'t 1 4. %GLAZ M AREA(#3 DIVIDED BY##2): � " 5, SELECT PACKAGE(Q--AA-see chart above): , OTi�t#FORE.WVOLVED bMTSODS OF DETMMTNG ENERGY REQUIREMENTS N ARE AVAILABLE. ASK US FOR THIS WFORMATION. BUtI,DING INSPECTOR APPROVAL: YES: NO: q-fotrns-f98a303a • 790 CM&Appendix J Footnotes to Table A2.1b: emblies t"mcluding sliding-glags doors, skylights, and Glazing area is the ratio of the area of the glazing as ss • basement windows If located in walls that enclose f�e total glazing area maybe exclexiluuded from the U-valuer eq�ementl area,eXpressed as a percentage.Up to 1/ For example,3 fe of decorative glass may be excluded from a building design with 300 IV of glazing area. !After January 1, 1999, glazing U-values lnttst be tested and documented by the manufacturer in accordance with nestration Rating Council (SRC) test procedure, or taken from Table J1.5..a. U-values arc for the National Fe • whole units: center-of-glass U-values cannot be used. The.ceiling•R values 3o not assume a raised or oversized fruss constriction. If the insulation achieves the 611 insul'ationt hie►ness over the exterior walls-without compression, R 30 Insulation may:be s�►bstituted for R 38 — d Rj3'8fr�u�a�i'on may btib'gtittited"for'R=49'insulation: Ce�ing'R-xalties present the-sum•oircavity,— insulation as insulation plus insulating sheathing(if.used)'For ventilated 'ceilings, insulating sheathing muist.ba,placed between . the conditioned space and the ventilated.pordon of the roof, use �.Do not include` 4 Wall R values represent the sum.of the wall cavity msula#on plus insulating shwd&g'( d) • exterior siding, structural sheathing,.and interior drywall.Far example,an R,19.requbrement could be met E171MR by R 19 cavity insulation OR R 13 cavity insulation plus R-6 insulating sheathing. Will, requirements apply'to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply•to metal-frame construction- a The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces;basements, or garages).Floors over outside air must meet the ceiling requirements. 'The entire opaque portion of any individual basement;Wall with an average depth less than 50%below grade must meet the same A=value requirement as above-grade walls. Windows anti sliding gJ?ss ,doors.of conditioned. baAments must be included with the other glazing. Basement doors must•1aeet,the door U-value requirement described in Note b. !The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. . ' In If the building utilizes el#tric resistance heatingg oncompliance o pl of cooling equipment,the equiprrie a withto' the lowest than one piece of heating equipment or more than p , than one must meet-or exceed the efficiency,required by the selected package... 'For Heating Degree Day requirements of the closest city or town see Table JS.Z.Ia NOTES: a)Glazing areas and•U-values are maximum acceptable levels,Insulation R-values are minimum acceptable-levels. R value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-fie e noNFR test greater than procedure035.Door U-valuas taken from the must be tested and documented by the manufacturer is accordance with a U-value rating for that door is not available, include the in Table J1.5.3b, if a door contains glass anvalue d an aggregate glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement Ei.e.,maylisva a walllue componentgreater ;includehen s two or more areas with • c)If a t;eBing,wall,floor,basement wall,slab-edge,or era P . _ to different-insulation levels,the component complies the door components ted&N comply if the arYalue Is ea-weighted eve gelU- the R-value requirement for that component.Glazing or yalue of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). , 43 Town of Barnstable F �fIM �p� P� o� Regulatory Services _ # Thomas F.Get7er,Director Building Division fo,7 ,e Tom Perry,Building Commissioner 200 Maier Street, Hyannis,MA 02601 www.townb arnstable.ma.us dice: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMMON Please Print j DATE: v 2 V 6 L L- -JOB IACATION '7� �N l 7r A l L, �C number street village o IA 5 11U OP6A ak) 179-667-3111.,HOMBOWNBR"' i Nhome phone# work phone# name CURRENT MAING ADDRESS: Jv A L 17 C� zip code city/town state The current exemption for"homeowners"was extended to include owner-oMnMied dwellings of six units or less and rovided that the owner acts to allow homeowners.to engage an individual for hire who does not possess a license,p as LuRe-rvisor. 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 is 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 re onstble for all Stich work verformed under the building hermit. (Section 109.1.1) ibility for compliance with the State Building Code and other The undersigned"homeowner"assumes respons applicable codes,bylaws,rules and regulations. , The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department ection procedures/atia r irements and that he/she will comply with said procedures and re c� Si ature 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 gates that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions ervisors);provided that if the homeowner engages a person(s)for hire to do such of this section(Section 109.1.1-Licensing of construction Sup work,thafsuch Homeowner shall act as sum visor-" Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, ons for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problem,particularly Rules&Regulati dA when the homeowner hires unlicensed Persons. as in this ce,our Board•cannot proceed.against the unlicensed personas it would with'a licensed Supervisor. The homeowner acting as Supervisor is uldnistdy responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a supervisor. On the last page of this issue is a form currently used.by several towns. you may care t amend and adopt such a formleartification for use in your community. n-o.,,,,,¢fimneexeIDot / f RIDGE ABOVE LIVING�ROOM/BEDROOM TJ-Bean*6.20SerialNu Number: 0 627 3 Pcs of 1 3/4" x 11 7/8" 1.9E- Microllam@ LVL User:1 2% r"2006 2:55:48 PM Page Engine Version:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0/12 Roof Slope7M2 a, E] d 19'6'• All dimensions are horizontal Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 12' Primary Load Group-Snow(psf):30.0 Live at 115%duration,20.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.69" 2070/1697/0/3767 L1:Blocking 1 Ply 1 3/4"x 11 7/8"1.9E MicrollamO LVL 2 Stud wall 3.50" 1.69" 2070/1697/0/3767 L1:Blocking 1 Ply 1 3/4"x 11 7/8" 1.9E MicrollamO LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location - Shear(Ibs) 3657 -2927 13622 Passed(21%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 10210 10210 30788 Passed(33%) MID Span 1 under Snow loading Live Load Defl(in) 0.101 0.558 Passed(U999+) MID Span 1 under Snow loading Total Load Defl(in) 0.184 0.744 Passed(U726) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U240,TL:U180). Bracing(Lu):All compression edges(top and bottom)must be braced at 10'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: DAN HAND Michael Santos McCLEARN RES. Mid-Cape Home Centers 72 INDIAN TRAIL PO BOX 1418 CENTERVILLE,MA 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 msantos@midcape.net Copyright ® 2005 by Trus-Joist, a Weyerhaeuser Business Microllam@ is a registered trademark of Trus Joist. C:\Program Files\Trus Joist\TJ-Beam\Job Files\HAND-MCCLEARM RES. RIDGE ABOVE BREAKFST AREA.sms RIDGE ABOVE LIVING ROOM/BEDROOM TJ-BeamO6.20 Serial Number: 0 6 3 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam@ LVL User:1 211,9d006 2:55:49 PM Page Engine Version:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 11' 2.00" ^ Max. Vertical Reaction Total (lbs) 3767 3767 Max. Vertical Reaction Live (lbs) 2070 2070 Required Bearing Length in 1.69(W) 1.69(W) Max. Unbraced Length (in) 126 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 1319 -1319 Max Shear at Support (lbs) 1647 -1647 Member Reaction (lbs) 1647 1647 Support Reaction (lbs) 1697 1697 Moment (Ft-Lbs) 4599 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 2927 -2927 Max Shear at Support (lbs) 3657 -3657 Member Reaction (lbs) 3657 3657 Support Reaction (lbs) 3767 3767 Moment (Ft-Lbs) 10210 Live Deflection (in) 0.101 Total Deflection (in) 0.184 PROJECT INFORMATION: OPERATOR INFORMATION: DAN HAND Michael Santos McCLEARN RES. Mid-Cape Home Centers 72 INDIAN TRAIL PO BOX 1418 CENTERVILLE,MA 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 msantos@midcape.net .Copyright 0 2005 by Trus Joist, a Weyerhaeuser Business - - Microllam®'is a registered trademark of Trus Joist. C:\Program Files\Trus Joist\TJ-Beam\Job Files\HAND-MCCLEARN RES. RIDGE ABOVE BREAKFST AREA.sms - f RIDGE ABOVE BREAKFAST AREA TJ VZirra6.20SerialNumber:77000 036277 2 Pcs of 1 3/4" x 14" 1.9E Microllam@ LVL- User:1 '2/10/2006 2:48:10 PM Pagel Engine Version:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM2 Roof Slope7M2 d ,012.. , All dimensions are horizontal Product Diagram is Conceptual LOADS:. Analysis is for a Drop Beam Member. Tributary Load Width: 12' Primary Load Group-Snow(psf):30.0 Live at 115%duration,20.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.23" 1830/1481 /0/3311 L1:Blocking 1 Ply 1 3/4"x 14"1.9E Microllam@ LVL 2 Stud wall 3.50" 2.23" 1830/1481 /0/3311 L1:Blocking 1 Ply 1 3/4"x 14"1.9E Microllam@ LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 3203 -2361 10707 Passed(22%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 7873 7873 27897 Passed(28%) MID Span 1 under Snow loading Live Load Defl(in) 0.061 0.492 Passed(U999+) MID Span 1 under Snow loading Total Load Defl(in) 0.110 0.656 Passed(U999+) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: DAN HAND Michael Santos McCLEARN RES. Mid-Cape Home Centers 72 INDIAMTRAIL PO BOX 1418 CENTERVILLE,,MA _. 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 msantos@midcape.net Copyright ® 2005 by Trus Joist, a Weyerhaeuser Business Microiiam® is a registered trademark of Trus Joist. f js7, / RIDGE ABOVE BREAKFAST AREA TJ-B ,-irQ6.20SerialNur:7 62 2 Pcs . of 1 3/4" x 14" 1.9E Microllam® L L :11 PM Paget EngneUser:1 OVerso06 n:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET ESIGN c CONTROLS FOR THE APPLICATION AND LOADS L STED Load Group: Primary Load Group 9' 10.00" Max. Vertical Reaction Total (lbs) 3311 3311 Max. Vertical Reaction Live (lbs) 1830 1830 Required Bearing Length in 2.23(W) 2.23(W) Max. Unbraced Length (in) 110 \, Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 1056 -1056 Max Shear at Support (lbs) 1433 -1433 Member Reaction (lbs) 1433 1433 Support Reaction (lbs) 1481 1481 Moment (Ft-Lbs) 3522 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 2361 -2361 Max Shear at Support (lbs) 3203 -3203 Member Reaction (lbs) 3203 3203 Support Reaction (lbs) 3311 3311 Moment (Ft-Lbs) 7873 Live Deflection (in) 0.061 Total Deflection (in) 0.110 PROJECT INFORMATION: OPERATOR INFORMATION: DAN HAND Michael Santos McCLEARN RES. Mid-Cape Home Centers 72 INDIAN TRAIL PO BOX 1418 CENTERVILLE,MA 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 msantos@midcape.net Copyright ® 2005 by Trus Joist, a Weyerhaeuser Business Microllam® is aregistered trademark of Trus Joist. BOISE, BC CALCO 2003 DESIGN REPORT - US Wednesday, February 09,2005 11:38 Single 11 7/8" BCIO 45Os SP File Name: BC CALC Project:J01 Job Name:' Jamie Eldrede Description:TYPICAL JOIST DESIGN Address: 15 Autumn e Specifier: City,State,Zip:Centerville,�MA Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: NER 594, ICBO 5208 Misc: Standard Load-40 psf 110 psf OC Spacing 16" BO, 1-3/4" 1-3/4" 427 lbs LL 42 107 lbs DL 7 lbs LL 107 lbs DL Total Horizontal Length-16-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 16-00-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 2133 ft-lbs 51.4% 100% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-lbs n/a 100% OC Spacing: 16" End Reaction 533 lbs 44.4% 100% 2 1 -Left Repetitive: Yes Total Load Defl. U684(0.281") 35.1% 2 1 Construction Type:Glued Live Load Defl. U855(0.225") 56.2% 2 1 Max Defl. 0.281" 28.1% 2 1 Live Load: 40 psf Span/Depth 16.2 n/a 1 Dead Load: 10 psf Partition Load: 0 psf Notes Duration: 100 Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-3/4". the input must be verified by anyone Minimum bearing length for 61 is 1-3/4". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation Df BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER®, BCI®, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Land IARNSTABLE Bel n t J . Robert McLaughlin 6318 Belonging o ................................................. Deed in Book............ 29 9 .... Page—.... ..:.... Lind Court Certificate No. .. in Book Page In Barnstable Registry of Deeds Recorded Plan .."Opeechee Heights" by Charles N Savery Company Feb.9 1956 ............. Date of Plan ' in ,Barnstable... Registry of Deeds.... ::Plan... Book ..126.............. _............................ No. 103.... Filed Plan No. .................................... , MORTGAGE INSPECTION PLAN DANIEL P. DACEY, ESQUIRE Loan No. Sue Collins t 17 1-15' " `J Qj (6 5,04 ' 1 r Q _fie N ® I A N T R A [ L (6,-WFL WAY) Apr.29, 1991 JN 57611 Scale 1"=�� The Town of Barnstable BARINSTA LF. - Department of Health Safety and Environmental Services MASS. 0. �ECMP+A Building Division 367 Main Street,Hyannis,MA 02601 )ffice: 508-862-4038 ax: 508-790-6230 PLAN REVIEW Owner: 9 Qa r Map/Parcel: I D 0 3 Project Address: a Y, ��e,, Builder: W kv, The following items were noted on reviewing: v Sc w1 r Reviewed by: 2 4- D Date: q:building:forms:review (HE 1 The Town of Barnstable • BARNSTABLE. Department of Health Safety and Environmental Services MASS. o i639. `00 "rEo � Building Division 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Fm owc Location `7ZS�c ��� Tau; Permit Number 90ySS Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: C% E��P C>-}►�1 c 4' t h S��Tl Jh YI J� t�n-� z De rC loh �� gn�sewar� 't� �P_ S QqI r e A w eJ e �JCIC ks o s, --�ti a� d e_ f ULI �tp-w 1 S Gc�f CC SS n ,�S tl �t�Jriq t eT�' 441q Please call: 508-862-403tfor re-inspection. Inspected by U J JL Date ��I Zf I aiO N 7 �b so O o� off EXISTING_ A DWELLING Q<c. � s y� LOT 17 9,775 SF °O >>s lb FOUNDATION PLOT PLAN DCE 06-063 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 72 INDIAN TRAIL CENTERVILLE, MA SCALE : 1" 30' DATE : MARCH 13, 2006 PREPARED FOR: .REFERENCE ASSESSOR'S MAP 210 PARCEL 13 LOT 17 PLAN BOOK 126 PAGE 103 THOMAS MCCLEARN I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON. THE �-pA OF M,4 GROUND AS SHOWN HEREON. o ARNE 6q off 508-362-4541 tax 508 362-9880 0i down cape engineering, inc. o N r CIVIL ENGINEERS l �l�/'1 136p E �d LANII,.SURVEYORS a DATE REG. VEYOR 19 main st. yarmouth, ma �� of Town of Barnstable Regulatory Services if S E P 1 1 2001 BARNSTABKASS. E Thomas F.Geiler,Director Mass. v i639. ,0� � `bATF1639.�► Building Division -- ---- Peter F.DiMatteo,Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PERMIT# S FEE: $ SHED REGISTRATION 120 s uare feet or less C� ,1'7,,- Location of shed(address) Village Ll C. Property owner's name Telephone number 2-1b I.3 Size of Shed Map/Parcel v, c &&�Zyzm 1 Signature Date . x Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature required) PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:083001 x .'MAP 210 STANDARD LEGEND NOTE:not all symbols will appear on a map 11 C�' � X GOLF COURSE FAIRWAY # 98 M �m EDGE OF DECIDUOUS TREES x � �\ EDGE OF BRUSH MAP 190 SNAP 190 ORCHARD OR NURSERY 190 0 143 87 0--V--_a-V EDGE OF CONIFEROUS TREES 2 # 25 X # 37 MARSH AREA _15 \ AP 210 — EDGE OF WATER DIRT ROAD -_-_=_; E DRIVEWAY -' � � � - �—PARKING LOT x MAC >9fl -----------=------- P 190 �'6 5 P 21 — — PAVED ROAD DRAINAGE DITCH 8 30 — — — — PATH/TRAIL 18 # 5 PARCEL LINE OMAP 110 MAP# c J \ PARCEL NUMBER M P 210 2 #186 0 .F HOUSE NUMBER 2 FOOT CONTOUR LINE P 21 O j , X 10 10 FOOT CONTOUR LINE 3 Elevation based on NGVD29 # MAP 210 X "4.9 SPOT ELEVATION 2 5 — 2 � STONE WAIL # 61 -X—X— FENCE RETAINING WALL RAIL ROAD TRACK MAP 2 ' © STONE JETTY 1 SWIMMING POOL MAP 90 # 6 I� PORCH/DECK -J P 210 Uj 0 BUILDING/STRUCTURE 9.4 ��--�- - - # 57 - 2 _ -_ DOCK/PIER # 57 HYDRANT 6 VALVE O MANHOLE AP 0 O POST 0"' FLAGPOLE T O W N O F. .B A R N S T A B L E G E O G R A P H 1 C I N F O R M A T 1 O N S Y S T E M S U N I T o SIGN ® STORM DRAIN IN PRINTED SCALE:IN FEET *NOTE:This map is an enlargement of a **NOTE:The parcel lines are only graphic representations DATA SOURCES: Planimetrics(man-made features)were interpreted from 1995 aerial photographs by The James n TOWER 1"=100'scale map and may NOT meet of property boundaries.They are not true locations,and W.Sewall Company.Topography and vegetation were interpreted from 1989 aerial photographs by GEOD 0 UTILITY POLE ' we 0 c Gc 30 60 National Map Accuracy Standards at this do not represent actual relationships to physical objects Corporation. Planimetrics,topography,and vegetation were mapped to meet National Map Accuracy Standards enlarged scale. on the mo at a scale of 1"=100'. Parcel lines were digitized from 2000 Town of Barnstable Assessor's tax maps. O LIGHT POLE o ELECTRIC BOX : I INCH=60 FEET* 0 P 9 P `TOWN OF BARNSTABLE BUILDING PERMIT'APPLICATION Mapes Z 14 Parcel e J 3 `. 2 Permit# Health Division �'` � � Date Issued 4 - Conservation Division Fee B-T� Tax Collector G�" ��� S TIC SYSTEM MUST BE ��/oa f' INSTALLED•IN,COP�PLIAR�CE Treasurer 4�AI ( i WITH TITLE 5 ENVIRONMENTAL CODE AND 'Planning Dept. TOWN REGULATIONS Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 7 2 'I,uo 14 U - Village �Eiy V/LL Ar Owner I Hd MA s /v�G CL A�ic) Address 172 INOI04"' �2�'*L •Telephone Permit Request f?zena vE A k 15 y)o4 �10(ZPH 1il 9xioaras � A D L✓Ooo S�'v0 WA«s INr),L sTw*.1-0 IsT)A7l, A)000 . !oS:r3 r Square feet: 1 st floor: existing 044 proposed 5"m6 2nd floor:existing 36 Z proposed 5 A M E Total new d Estimated Project Cost Zooa Y Zoning District Flood Plain Groundwater Overlay Construction Type ",Do Fg-Am } Lot Size �, 5 B 3 S t• Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) f Age of Existing Structure 40 ` p-:5. Historic House: ❑Yes J'No ,On Old King's Highway: ❑Yes No Basement Type: ❑Full 4Crawl ❑Walkout ' ❑Other Basement Finished Area(sq.ft.) NO Ile Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing Q new Number of Bedrooms: existing 3 new Total Room Count(not including baths): existing new First Floor Room Count 5A M E Heat Type and Fuel:,)2�Gas ❑Oil Q Electric ❑Other Central Air: ❑Yes No Fireplaces: Existing '. 1 New Existing wood/coal stove: ❑Yes YNo. Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:Xexisting ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number Address License# NHome Improvement Contractor# h Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO vSIGNATUR G ATE _/Vd✓ 2 f 9 , d - FOR OFFICIAL USE ONLY PERMIT NO. 1 DATE ISSUED, ' + ` • - y .. 3_ t. • „ , ram''�a„ - r • .� .'+~' 1( � y _'a 'e r 'L MAP/PARCEL NO. ADDRESS VILLAGE OWNER .. A++ f kid " ♦• L"+ y ! S . r 1/• ' , j � - ' - ' ' DATE OF INSPECTION FOUNDATION FRAME 4+ .i i _ •. • t INSULATION ` k ' i r' f ` t� � <.. a • ;, •�' i t i � � •., :� .• '- _ - s , - FIREPLACE _ y �. ti `' ? �' •� �'' " - .. - h ELECTRICAL: ROpnUO'FI FINAL,, �F PLUMBING: R(ifia FINAL- GAS: RO,UaGId FINAL FINAL BUILDING -1 Q `'7 �' +' -• ` 1. � ' , .; 1•y'• '• � �J �' ^ ; DATE CLOSED OUT ASSOCIATION PLAN NO. . ni r a OF tNE A . .I� The Town of Barnstable .AEqWAJ31& ; Department of Health Safety and Environmental Services Ec Mop Building Division 367 Main Street,Hyannis MA 02601 T Office: 508-862-4038 Ralph Cressen Fax: 508-790-6230 Building Commissioner 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: S 919- 9 40M w S vo WALLS Estimated Cost 2000 Address of Work: Owner's Name MA-0 /l�l� ri-L:'A" Date of Application: AV. 21)g 1 b I hereby certify that: Registration is not required for the following reason(s): Work excluded by law C]1ob Under$1,000 Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. 619 Da a Owner' ame q:forms:Affidav --_ _--- The Commonwealth of Massachusetts Department of Industrial Accidents ��;�= � Olfice of/naestigatioas 600 Washington Street Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit /name: A v 62L._ A 21.1 location: 7 Z f NO1 A 0 �'rkA IL_ city r.,P4 i 6 g✓I 6hone# I am a homeowner performing all work myself. ❑ I am a sole ro rietor and have no one working in any capacity ❑ I am an employer providing workers' compensation for my employees working on this job. comnnnv name: address city phone#: insurance co. R01icV# ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: COmpa iv name: address: dtv: phone#: .........: .:::::.::.::....::::..:..... ................. insurance co. /// /, // //// 14ffl%%/%/% companv name. . ...... address city: phone#' insurance co. //////1. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a tine up to 31.500.00 and/or one years'imprvomnent as well as civil penalties in the form of a STOP WORK ORDER and a titre of S100.00 a day against me. I understand that a copy of this statement y be forwarded to the Office of Investigations of the DIA for coverage veriltcation. I do hereby certif der the p and Wallies f perj ry that the information provided above is true and correct n n/ �oSigiature L v ]� �O✓. Print name / o iN►a Me, l,. L'e—, A lel) Phone# official use only do not write in this area to be completed by city or town official city or town: permit/llcense# Mudding ❑LicenLJ ❑check if immediate response is required ❑Select❑Healt contact person: phone#; ❑Other (levered 9/95 P1A) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any cot --c, of hire, express or implied, oral or written. Y 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, orthe receiver, c_ trustee of an individual,partnership, association or other legal entity, employing employees.r However the owner of a dwelling house having not more than three apartments and who resides therein,.or occupant of the;dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounLor building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 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,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 in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits 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. City or Towns 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. The affidavits may be returned fit the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. 117171 The Department's address,telephone and fax number- The Commonwealth Of Massachusetts Department of Industrial Accidents Me of Invesflpagons 600 Washington Street Boston,,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 h _ , ` � yam. Y ��� - � � __ _�!�fZ•� �g •,� �} F . � S I� - i -. � � - •� ems. L .. 4 i • 5 • 43 - 1 - 2 1 `�J 1_QT # VJ ! 3 �� _• F F ' y ( a . . r vtit'2x.4_" OQ l T o Q� lVel i i i i � s e l ( , ul: E v/T l C31.1 'F L.-tom The Town of Barnstable °fTME' •o� Department of Health Safety and Environmental Services Building Division t xta ss L& ' 367 Main Street,Hyannis MA 02601 1 59. Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print DATE: Na✓• Z) 1 q q s--, d JOB LOCATION: 7 INO)A1V I AMI, CC—NTO/ZV/LLC number �/n ,/�,� street o village "HOMEOWNER": I t+omAI 1' Me, CLaAa40 179 9,87'3111 617- 357-7171 name home phone# work phone# CURRENT MAILING ADDRESS: �0 N A LO C�/►11f-G L C 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 su ems. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. I The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department mini inspection procedures d requirements and that he/she will comply with said procedures and re u ents. -k&?R64 Signature of Ho owner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons.. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend'and adopt such a form/certification for use in your community. S 7 Q:FORM&EXEMPT .. 1 � r EXISTING SEPTIC SYSTEM 10' I 22'-5" PROPERTY GAS LINE METER I1'-�" FENCE 2T-0 FT FENCE BREAGF,45T ITC:HE BEDROOM I UP IR ELECTRIC I METER P CL @ I PROPERTY a I i L INE N DN N LINE OF NEW LAUNDRY ADDITION LIVING UP I W ( ASPHALT SHINGLES EXISTING ROOF TO SE REMOVED D UP — _ O N_E _ - SECOND 21'-5" _ - - - - FLOOR WATER PAINTED METER O O a a WOOD O I DRIVEWA RNER BD. Y 5'-C' 7 -S" 7'-8" 5 -�o" D SHINGLES FIRST FLOOR W - - - - - - - --- - F-I iR&T EL.OOfR FLAN I I I 1=i�ONT ELEVATION m EXISTING CONDITION& DATE: 01/17/2006 EXISTING INFO.: McClearn Reside�Lce SCALE: 1/8"= I'-0" CONDITIONS SKETCH#: BAA#: 72 INDIAN TRAIL CENTERVILLE, MA EX-101 2 & 1 _ 011 NL ADDITION 00 REMOVE 11 I - 0 11 EXISTING WINDOW $ GAS METER I _ o 1 BLOCK UP OPENING _ i i _._...—--------.-._. ..._-.__....._.._..._._. L--J O —IC\ == 10 I I I I i REiOV� f I C L I - I UAL L O El I I i W,IvN,RiDOW _ X I O l A/�� <FA5T N a� KITCHE � DOI"I J IC �y i I i I REMOVE € I 1 CEILING JOISTS C� 00 - E let t leter to it ...-_..._..... _ ne - EXISTING I I CEILING - - - - - - - - - - - - - - - - - - LIVING EXT. ' JOISTS TO �REMAIN -� I I� it I I �/EU OPEN-I,NG _ LIVING I ,„ 1 0 UF O - 252 x54 X _ I HATCH TO �- - � � 11 �1 CRAIIJL +- \1 / I _ N- u� O OEXISTI G WATER O O METER E ER E3 > DATE: 0l/12/2005 �ICClearri Residence FIRST FLOOR PLAIT INFO.: SCALE: I/4"= I'4" SKETCH#: BAA#: 72 Indian Trail Centerville, MA A—1®1 O ' , O 2 (o ' _ 011 _ II III - � 11 D O X = O O Align Floor w/_y Existing Existing Floor Roof to�-be Removed Remove C R mov�✓ xis`tg�UJindow° _ I Window i � Block up opening Add New Door p a Add O) Ill` � 1 ( Shutters I 1181 _ o� � D�OOM ��D�OOM LOFT XISTIN� 1�1U4� �� I CLOQ 1 TO BEM,4IN RAILINCx I O NEW WOOD STUD WALL O - I EX I ST INS` TO ON 5ALCON�- � Existin OPEN To Ni 5E iREMOUED g Roof to beBELOW Removed X EXI&TINGT DOOR O ,ITT I C OF, UJINDOIU UFF ' I�1N _ TO fi��M�IN �vl NEW DETECTOF, R001= _ SECOND FL00f;R f=LAN DATE: 01/17/2006 1VIcClearn ResidenceSECOND FLOOR PLAN INFO.: - SCALE: I/4"= I'-0" SKETCH#: BAA#: 72 Indian Trail Centerville, MA A—1®2 y O � O "--S N=1:M-(- .L E D Lf -- EENT V -�� � SN�f`NC�"LEND R I�1DC�"E"''1VE NET i NllJ I ROOOF� SHINGLES NEW EX_�1 INNr- ROOF ROOF-�to� BE RE`O EDP SECOND FLOOR � CORNERB0,4RD Ox O ® ® WOOD OO SHINGLES _ FIRST FLOOR 1 I II I I I I I - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -J-- - - 1 &T ING w/ N UJ FRO0F E IC I ,5T IN 1 FfRONT L VA T I ON w / NEW 4 [DEDITION5 DATE: 01/12/2005 FRONT ELEVATION INFO.: 1l/IcClearrl Residence SKETCH#: SCALE: 1/4" = 1'-0" BAA#: 72 Indian Trail Centerville, MA A—3®1 SHINGLED RIDGE VENT 12 12 � I -7110 I ALUMINUM 4 F I � GUTTERS I I N`EUJROOF DOWNSPO TS I I II PAINTED I I LINE OF TRIM, RAKE EXISTING ROOFI I EXISTING OORNERBOARD. TO BE REt-10V ID ROOF I I LINE OF - - - - - - - - - I- - - Ems`=lJT1E - - - BEYOND N-E-UJ�'UJOOD — - SH INGLES I I BEYOND TO MATCH I L — — — — — — — — — — — — — — MAIN HOUSE - - - - - ]- - - - - - - - - - - - - - - - EXISTING I EXISTING I TO REMAIN WINDOWS TO REMAIN O O NEW WOOD SHINGLES TO MATCH MAIN HOUSE 0 i I I r-I- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - 3 '_2 = 1011 NlOfRT � SIDE FLEVATION O F NEW AEDDMON DATE: 01/12/2005 McClearn Residence NORTH ELEVATION INFO.: SCALE: 1/4" = 1'-0" SKETCH#: BAA#: 72 1ndian Trail Centerville, MA 1 —.3 02 EXISTING ROOF ALIGN NEW ROOF RIDGE w/EXISTING VENT I NEW ROOFING TO EXISTING MATCHEXISTING ASPHALT I ASPHALT d ALIGN w/EXISTING SIDINGS, FACIA 0 NEW ROOF— SHINGLES I SHINGLES e GUTTER TO O MATCH EXISTING SIDING, FACIA. —1 CORNERBOA EXISTING Q DOWNSPOUT ROOF TO BE 4 GUTTER TO EXISTING REMOVED WOOD 0 w EXISTINGMATCH SHINGLES Z NEW L F FL R TD A1— -N—w/E-X-I-STING-S EXISTING SECOND FLOOR ` ��W-INDOW>� 1 PATCH i 1 ,s I OPENING O O I I X O O II I WOOD EXISTING SHINGLES WOOD TO MATCH SHINGLES O EXISTING - I I - I I I it I - - - - - - - - - - — J - - — — — — — — — — — — — — — — — — — — — — r - - - - - - - J r- - � I _ NEW ADDITION EXISTiNG NEW fROOF EAST L E VAT f ON DATE: 01/12/2005 McClearn Residence EAST ELEVATION INFO.: SCALE: I/4° SKETCH#: = I'-0° BAA#: 72 Indian Trail Cemerville,MA A®3 0 3 SHINGLED RIDGE VENT ALUMINUM GUTTERS 12 � DOUJNSPOUTS 101 �� 12 PAINTED FLASHING TRIM, RAKE LINE OF CORNERBD. EXISTING i� ® TO MATCH ROOF (1 EX 1ST ING BEYOND II II NEW LOFT SECOND FLOOR . II II II II ® ® I I ALIGN w/ EXISTING I I FLOOR FIRST FL OR I I BEDROOM I I = I I I I ' ii I I � I f FL - - - - -- - - - - - - - - - - - - - -- - - - - - - - - 1 , 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - J SOUTH SIEDE L VAT I ON o F NEW 4 � DITION DATE: 01/12/2005 McClearn Residence SOUTH ELEVATION INFO.: SCALE: I/4"= I'-0" SKETCH#: BAA#: 72 Indian Trail Centerville, MA A-3®4 DOOR SCHEDULE WINDOW SCHEDULE HEADER SCHEDULE INSULATION SCHEDULE NO. TYPE DIMENSION REMARKS NO. TYPE R.O.DIMENSION NUMBERS SPAN HEADER I SWINGING 2'-4" x &'-8" WOOD 0850 A DOUBLE HUNG 5'-1 ' x 4'-5 1" TW2842-2 FLOORS R-30 Ry" a UP TO 4 FEET USE 2 - 2" x C"s 2 SWINGING 2'-0" x &'-8" WOOD 1550 B D.H.WINDOW 2'-10 J"x 4'-5 J" TW2842 UP TO 6 FEET USE 2 - 2" x 8"s WALLS R-n C STANDARD ARCH 5'-0" x 3'-4 SE5806 UP TO 8 FEET USE 2 - 2" x 10"s CEILING R-30 D GLIDING 3'-0" x 6'-0" G63 UP TO 10 FEET USE 2 - 2" x 12"s X EXISTING ABOVE 10 FEET SEE FRAMING PLANS X' EXISTING MOVED TO NEW LOCATION X EXISTING TO REMAIN X' EXISTING TO BE MOVED TO NEW LOCATIONS RIDGE VENT " PLYWOOD GUSSET TIE w/ BLOCKING a EACH RAFTER 12 ASPHALT SHINGLES ON DRIP EDGE AND NEW FLASHING \ �/ 3' WIDE ICE SHEILD, 4 RAKE BOARD 1" GWB ON PLYWOOD 4 2"x 12" f-WD STRAPPING WOOD RAFTERS o 16" o.c. R 12ON 2"x Ia X SNG w/�R-3m BATT INSULATION Q� ASPHALT SHINGLES ON IC 'o.c._w/ WINDOW DRIP EDGE AND 10 �R--30=BAT 4 WALL 3' WIDE ICE SHIELD, INSULATION 2" PLYWOOD 4 2"x 12" 2" GWB ON WOOD SHINGLES ON UJDOD'RAFTERS a 1!" o.c 211 x 16"o.c. w/ 2" PLYWOOD ON w/�R�3mTBATT INSULATI N 1 1 2"x ro"s a 2-2"x10'.'s CONTINUOUS ALIGN FLOORS Iro"o.c. w/ R-13 BATT FROM WALL TO WALL 2" GWB ON INSULATION ALUM. GUTT - w/JOIST HANGERS 2"x 4"s a 4 DOWNSPOUTS ATTA I O.C. w PAINTED WOOD RECE VE RAFTERS R 13 GATT 2 GWB ON STRAPPING FACIA 4 SOFFIT IN ULATION 4 2"x 8" JOISTS a 16"o.c.GW 4 PLASTER TYPE 'A' wGONTIN._V_ENT 2" R=f9 BATT D. H. WINDOW INSULAT OI �N m 2"x ro" WOOD BEDROOI"f STUDS a w/2" PLYWOOD SHEATHING 4 8 ALIG FLOORS TYVEK 4 WOOD _ SHINGLES NGHOR BOLTS (' 2" lx 0"s3-a_I6='o:c. a 6 o_c w/R=19-INSULATION ON�'2"x;1-m LEDGER 4'-0" MIN.DEPTH BOLTED-TOELODR F--2'�CONC STEP DOWN TO ' 8�CONCRETE JOLSTS a' 16" o�c. "- - _ 6'_0" BELOW . --� ; ON-V -POR'BARRIER GRADE �1=OUNDATION _ �$GRA'�EL - TEPPED 4--CONCRETE ' FOOTING ALL WOOD IN CONTACT 5U L D I NG &E C T I ON w/ CONCRETE TO BE PRESSURE TREATED DATE: 01/17/2006 McCleam"Residence BUILDING SECTION INFO.: SCALE: I/4"= I'-0" SKETCH#: BAA#: 72 INDIAN TRAIL CENTERVILLE,MA A-401 z" PLYWOOD TIE RIDGE VENT a EACH RAFTER 12 ASPHALT SHINGLES ON 41 DRIP EDGE AND 3' WIDE ICE SHEILD, " PLYWOOD 4 2"x 12" WOOD RAFTERS a IC" o.c. XIST 1 / w/ R-30 BATT INSULATION WINDOW�T x 1 "s a 12 4 2" GWB ON WOOD B ;REMO-ED / I "o.c. STRAPPING 2 2„x 8 s 1� ASPHALT SHINGLES ON OVER / DRIP EDGE AND WINDOW 3' WIDE ICE SHEILD, WOOD SHINGLES _ 2" GWB ON N " PLYWOOD $ 2"x 12" TO MATCH EXISTING 2" NEW p x 4"s a z — — — — — — — — — — — — — P-€NINC__� '— — — — WOOD RAFTERS a 16" o.c. ON Z" PLYWOOD / "o.c. w/ ``� ` NEW w/ R-30 BATT INSULATION ON 2"x 4"s a IC"o.c. w/ / �R;13=.BATT ATTIC R-13 BATT INSULATION INSULATION — — — — — — — — — w/NEW WINDOW — — — — — — — — — — ALUM. GUTTER 4 DOWNSPOUTS EXISTING } t � EXISTING J PAINTED WOOD CE_115_NMEXISTING CIOISTS-B4 2" x 8"s FACIA 4 SOFFIT EXISTING RAFTERS T`O TO REMAIN w/ CONTIN. VENT SLIDING DOOR~ KITCHEN t6E_REt'dV_ED NEW BEYOND 3-2" x 10"s EXISTING 2"x 4" WOOD EXISTING STUDS a 16"o.c. 4 D.H. WINDOW BREAKFAST ROOM UJALL SECTION DATE: 01/17/2006 BUILDING SECTIONB INFO.: 1VIcClearn Residence SCALE: I/4"= I'-0" SKETCH#: BAA#: 72 INDIAN TRAIL CENTERVILLE, MA A-402 I — ca l l j I _ 0 11 STEM FOOTING ' . � u EXI5TINS Cf;R,4WL eFAC �-FLU-=5�—A FLOOR ' - II 2 ONC- svi 5>4 F,IE ON iR E L - I OF &TEF FOOTING 00 FOUNDATION f=LAN DATE: 01/12/2005 McClearm Residence FOUNDATION PLAIN INFO.: SCALE: I/4" = I'-0" SKETCH# BAA#: 72 Indian Trail Centerville, MA -5®1 � I � I I I I IAo REMOVE i iEXISTINGWINDOW—..k11 N d WALL � . 5fRE,4K=,4&T <I TCHEN �` 2"x4" Studs Electrical - Service � ro o.c. -------------- I I - - - - - I I 'Coit . LI I - -----------J CNi DN REMOVE EXISTING '0 WALL LAUND ,1' L IYIN /+ PROVIDE 2-2"x10"s -/o ,x3'- 2"xlsa" " Access LEDGERtch� U� 0 PI �5TFLOOFR FFRAMING:; FLAN DATE: 01/12/200S McClearn Residence FIRST FLOOR INFO.: SCALE: 1/4"= 1'-0" FRANI LNG PLAN SKETCH#: BAA#: 72 Indian Trail Centerville, MA A®5®2 I �2`;x`St �L E D2ExE R� TT I v. Existing Roof to Remove IIIII ¢ Ill CL OQ ��\o� lull � IIIII k� 1 Add 3-2"x10"s 2- 2"x8"5 Existing. —y eN BALCONY' Roof to be OPEN TO Removed BELOW ATTIC Existing 1. FFER L I VINr-:; Floor to Rema in NEW ROOF NEW ROOF 5ECONID FLOOf;R FL AN DATE: 01/17/2006 SECOND FLOOR INFO.: 1VIcClearn Residence SCALE: 1/4"= 1'-0" FRAitiIIi tG PLAN SKETCH#: BAA#: 72 Indian Trail Centerville, MA A-5®3 4 2 x 1 "s 1 "o. lope 4/12 Slop /12 Slope -4/12 P� 1V ,k, Ri g Ridge � CI A- \-3-12" LVL's -14 ' L L's �`� CIV Slope co Slope 10/12 SI p I /12 x 12"s 1 "o c. j I f=LAN DATE: 01/12/2005 McClearn Residence ROOF FRAi LNG PLAIN INFO.: SCALE: I/4" = I'-0�" SKETCH#: BAA#: 72 Indian Trail Centerville, MA A—504