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1131 MAIN STREET (COTUIT)
- f - ;.�.. .� i Anderson, Robin From: Florence, Brian. Sent: Wednesday, September 25, 2019 9:07 AM To: Anderson, Robin Subject: FW: 1311 Main Street, Cotuit RENTAL As we discussed... pls enter into our system. Thanks, -Brian From: Jessica Rapp Grassetti [maiito:Precinct7@comcast.net] Sent: Tuesday, September 17, 2019 10:00 AM To: McKean,Thomas Cc: Florence, Brian Subject: 1311 Main Street, Cotuit RENTAL Good morning, I have received complaints regarding the number of people living at the house located at 1311 Main Street, Cotuit. As it is listed as a 3 bedroom there should be no more than 5 people and there are often 6 plus cars on the property spilling onto the road. F Thank you for investigating this issue. Best, Jessica Jessica Rapp Grassetti Barnstable Town Councilor;Precinct 7 Box 1310 Cotuit, MA 02635 (508)360-2504 (C) (508)862-4738 (0) Precinct7ncomcast.net www.Bamstab!eProcincti.com CAUTIONThis email originated fromoutside'ofthe Town of Barnstable! Do not"click links,open n .,. attachments or,reply, unless you recognize the sender.'sµemail address and;know he content is safe! g , 1 ��j l �\ � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcels ` Application # Health h-Division ' y Date Issued Conservation Division i Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic OKH Preservation/ Hyannis 1`N Project Street Address l I M6. :4 Village cokL-u Owner Qot, Address le U C. QJ 0-CQ . CMCbA. h14 Telephone 31 l 90Q T 6c'7�Z Permit Request '96fa2Z/� ��.- Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Y Flood Plain Groundwater Overlay Project Valuation a�, ®��' tn) 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. ❑e 5isting ❑ new size_ N Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Co t? try_ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# -© Current Use Proposed Use N o APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ?4e�7z;el Telephone Number s ��p Jam^ Address r�� x a3 osze- License# �Diyr T. �S Home Improvement Contractor# Worker's Compensation # 6/`3:0&21U&X 06 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �U1V,16- W - SIGNATURE DATE ° FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED r MAP/PARCEL NO. ADDRESS - VILLAGE OWNER , DATE OF INSPECTION: FOUNDATION � alovows o hr6 Aoe FRAME INSULATION j F , FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH ' FINAL ,j GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN,NO. 7 f zhe Commonwealth of.Ivlcissachusetts Department of Industrial,4ccidentr Office of Investigations 600 WashinVon Street Boston, AfA 02111 www.mass.gov/dia Workers' Compensation lnsuranceA.ffdavi.t: Builders/Contr•actors/E1ectridansfPlumbers Applicaiit Information Please Print LedblY Name usincs Address: City/State/Zip: 6PE'Gi, AM- 0240 Phone.#: Axe you an employer? Check the appropriate box: Type of project(required): 1.L1 I am a employer with 4• ❑ 1 am a general contractor and 1 6. ❑New construction t mployccs (full and/or part-time).* have hired the subcontractors listed on the atfached sheet 7. ❑Remodeling 2.❑ I am a sole proprietor or partner- Thcse sub-contractors have ship and have no employees 8. �D emolition employees and have workers' e in working for m any capacity. 9. ❑Building addition t ancc [No workers' conzli.1DSU co mstuance. lo.❑Electrical repairs or additions rtgiTired] 5. [] We are a corporation and i ts 3.❑ I am a homeowner doing all work officers bavc exercised their 11.❑Plumbing repairs or additions myself: [No workers tromp. -right of exemption per MGL 12 ItDo airs insurance rcqui rd_] t c. 152, §1(4), and we have no e loyccs. [No workers' 13.[ OthcrP %� /�comp.insurance required.] *Any applicant tlut ebccla box#1 must also fM out the section below showing their workers'eoroprnsat}on polo cy iafoi miion_ t homeowners who submit this afdavit indieathlg tbey arc doing all work and than biro outside eantrect n must submit a new affidavi t indicating aneh. TCvntcactars that ebeekthis box must attacbcd an additional sheet abowing the name of the sub-cnntraL t and atalc whether or not thosd cntitirs bavc employees. If the sub--antractnrs have employees,they must provi db their workers'comp.poHey nuruber. [am an employer that is providing workers' camp ensadDn insurance for my employees. Below is the policy and job site info rm-atio rL lan)xancc Company Name: ���c JQ7�lr C^CJ Policy#or Sclf-ins.Lic. #: U� r���7 �` Expiration Date: r C Job Sitc Address: !��/ /`� '' City/State/Zzp:GC9Ztr �fif/,I D� � Attach a copy of the workers' compensation policy declaration page (showing the policy number and excpiration date). Failure to score coverage as rcquizrd under Section 25A of MGL c. 157 can lead to the imposition of criminal penalties of a 5nc tip to $1,5oo.0o and/or one-year imprisonment, as well as civil Penalties in the form of a STOP WORK ORDER_and a fine of up to$250.0o a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of JUTCSti atians of the D1A for inctTrance coverer c verification. [do fzereby certify un the pains penalties of perjury that the information provided above'is true andcorrect Si attrre: Datr: Phone Of-flw use only. Do not write in this area, tb be completed by city or town official City or Town:Permit/License# Issuing Authority (circle one); •1. Board of Health 2.Building Department 3, CitylToYm Clerk 4.Electrical In 5.Plumbing Inspector 6. Other Contact Person: Phone#: Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees: p,ursuant to this statute, an employee is defined as "...every person in the scrvice of another under any contract of hire, express or implied, oral or written_" An employer is defined as "an iT dividual,partocrship, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal represcntativcs of a deceased employer, or the receiver or trustee of anindividuual,partnership, association or other Iegal entity, employing employees. However the owner of a dwelling house having not more than throe apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work an 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 ipplica.nt who has not pro duced•acceptable evidence of compliance with the insurance coverage required." 4dditionaRy,MGL ohaptcr 152, §25C(7) states `Neither the commonwealth nor any of its political subdivisions shall .mter into any contract for the performance of public work until acceptable cvidcnee of compliance R7th the insurance cquurcunents of this chapter have been presented to the contracting authority. applicants 'lease fill out the workers' compensation affidavit completely,by checking the boxes that apply to.your situation and, it essary,supply sub-eoniractor(s)name(s), address(cs) and phone numbers) along with their certificates)of ec ruuance. Limited Liability Companies(LLC) or Limited Liability Partacrahips (LLP)with no employees other than the ucmbers or part mars, arc not required to carry workers' compensation insurance. If an LLC or L,LP does have mployecs, a policy is require& Be advised that this affidavit may be submitted to the Department of Industrial .ccid.cnts for confirmation of.insurancc coverage. Also be sure to sign and date the affidavit. The affidavit should c retumed to the city or town that the application for the permit or license is bring rcqucstcd, not the Department of uduistrial Accidents. Should you have any question regarding the law or if you are required to obtain a workers' )mpensation policy,please call the Department at the nuu nber listed below. Self-insuucd companies should roar their ;l.f-bas uranc-o lic=r,number on the appropriate live. ity or Towp Officials case be sure that the affidavit is eomplctc and printed legibly. The Department has provided a space at the bottom 'the affidavit for you to fill out in the event the Office of Iavcsti.gations e has to contact.you regarding th applicant case be surd to fill in the permit/liccase number which will be used as a reference number. In addition, an applicant at roust submit multiple permitlliccnse applications in any given year, nccd only submit our, affidavit indicating current jlicy information(ifnrcessary) and under"Job Site Address" the applicant should write"all locations in (city or wn)."A cbpy of the aff davit that has been officially staumped or marked by the city or town may be provided to the plic wt as proof that a valid affidavit is on file for fuhnc permits or licenses. A new affidavit.must be filled out each ar.Whern a home owner or citizen is obtaining a license or permit not related to any business or cor=crcial venture a dog liccnse or permit to bairn leaves etc.) said person is NOT required to complctc this affidavit .e Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, ase do not hesitate to give us a call. Department's address, tr-lcphoac•and fax number: The GammonWQ,-dth of Ma, sarhusetts Dqa,t Dnt of ladustdal Accidcents Office of l�uvestigatons 600 Washingtan Street Boston, MA 02111 Tel. # 617-727-49-00 cxt 4.06 or 1-VWASSAFE Fax# 617-727-7749 i 11-22-06 www.mass.gov/dia �OpViErOis Town of Barnstable "�. Regulatory Services • x�xxsr,�sr� v Mess $ Thomas F. Geiler,Director. Building DIVISIOD Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.ba rnsta ble_ma.us Office. 508-862-403 8 Fax: 508-790-623 0 Property Owner Must Complete and Sign This Section If Using A Builder z 0 ; as Owner of the sub'ectproperty J . hereby authorize A:i to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job). 'J 'I P �,Qa�A o� S ature of X7ner D to Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on th'e reverse side: of-(HE Town of Barnstable y`r r�yo - Regulatory Services BARNS i'ABLE. Thomas F. Geiler,.Director .: .p MASS- 9, 16)1 ,� Building Division PTfD �� Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 0260I www.town.b arnsta b l e_ma.us lice: 508-862-4038 Fax: 508-790-6230 HOTfEO-VER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number 3ticet village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption fox"homeowners"was extended to include olvmr-occupied dwellings of=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 ROJyMOWNER Person(s)who owns a parcel of land on'which he/she resides or intends to reside, on which there is, or is intended to- be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that be/she will comply with-said procedures and requirements. signature of Homeowner ,pproval of Building Official Note: "Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the tate Building Code Section 127.0 Construction Control. ROMEOWNER'S EXEMPTION T7hc Codc states that: "Any homeowner performing work for which a building permit is Tcquircd shall be exempt from the provisions 'this section(Section 109.1.) -bcrnsing of construction Supervisors);provided that if the homeowner engages it Parson(s)for hire to dosuch Drk,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 Appcndix Q. Iles&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly )cn the homeowner hires unlicensed persons: In this case,our Board cannot proceed against the unlicensed person as it would vdth a licensed pervisor. The homeowner acting as supavisor is ultimately responsible. To ensure that the homeowner is fully awa-=ofhis/her responsibilities,many communities require,as part of the permit application, t the homeowner certify that hdshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by cral towns. You may care t amend and adopt such a forn/ccrtification for use in your community. 1 VDAC1 CNA WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY N PAGE WC 00 00 01 A TYPE AR INFORMATION ( . ) POLICY NUMBER: (GS59UB-027GM74-2-08) RENEWAL OF (UB-77847A2-4-08) -INSURER: CONTINENTAL CASUALTY COMPANY NCCI CO CODE: 80381 1. INSURED: PRODUCER: A I ENTERPRISES INC HORGAN INS AGCY INC PO BOX 2056 44 .BARNSTABLE RD B COTUIT MA 02635 PO BOX 2.50 . HYANNIS MA 02601 Insured is A CORPORATION attached. ' tion numbers are shown in the schedule(s) Other work places and identifica 2. The policy period is from 07-18-08 to 07=18-09 12:01 A.M. at the insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation Law of the state(s) listed here: MA B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work in each state listed in item 3.A. The limits.of our liability under Part Two are: Bodily Injury by Accident: $ 500000 Each Accident Bodily Injury by Disease: $ 500000 Policy Limit Bodily Injury by Disease: 500000 Each Employee _ C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here: COVERAGE REPLACED: BY 'ENDORSEMENT WC 20 03 06A. D. This policy includes these endorsements and schedules: SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO, PAGE 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All required information is subject to verification and change by audit to be made ANNUALLY. , DATE OF ISSUE: 07-23-08 TB ST ASSIGN: MA OFFICE: CNA 04J PRODUCER: .HORGAN INS AGCY .INC 28XBF �/ae �anvnxa�z�aea a�� aaoac6uiaeCla I Board of Building Regulatio s and Standards 4 p Construction Supervisor License I License: CS `�} 50457 Expiratton�4/i 9/2010 Tr# 22406 est'ttion 00 , t PETER M POMETTI =, sj PO BOX 2056 COTUIT,MA 02635 `` - Commissioner { o7r�mo�uueczlCfz o�� ac�zuael� Board of Building Regulations and Standards ( License or registration valid for individul use-only up HOME IMPROVEMENT CONTRAC$OR s . T before the expiration datef found return to Registration 109606 Board of Building Regulations and Standards Ex piration 9/21/2008 One Ashburton Place Rm 1301 �M Type Private Corporation I Boston,Ma.02108 A I ENTERPRISES INC PETER POMETTI 140 LITTLE RIVER RD -f COTUIT,MA 02635 Deputy Administrator I. Not valid Without signature l y - ' "N1 kn'i 'S:!Yyh°t,r(r,.:^'ify�id'HL'+v#"t.'¢"''`L,,r.37�+x�w�`+''�i,thwv '�P ,y"A� .^ {t "'a-+`G"`' `tYc'rv'':a�. ���'�4'"A"«c;F''i:S��Iit`�tSs<t ,. .�.'.�,.��y i y�}+i.�l�.s.`ti•n��n '}'3^.'M"�,�.fJ `oF.NE Town o . Barnstable BARNSTABLE. Regulatory Services - M63 ,0�:. Buildings Division - -.•,, _, .._.�,.�.. ,_� _ FDMp�>, 200 Main Street, Hyannis, MA 02601 . Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection P Location: lk?l lV►#?AJ Permit-Number / Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: J''E,04eycWr10A)-- Fi ,ems PWa;%Ae_ _cJAJZy- oaJ ��vs ce ���r� J e,N c,2.,9-krr_ i 1 � . Please call: 508-862-4 for re-inspection. Inspected by 'Ll/1/� cJ y g ,D Of Date 'k . e TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, Map � 1 ` Parcel ® Application# w `� 0w Health Division '" Date Issued , Conservation Division -: u Application,Fee . y, f - Tax Collector Permit Fee " 1 Z0g1 Treasurer 4 . _ ~ Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address /��� M�i�✓ �/°� . Village 00Tu<7- Owner bV16L 1 � Address_ � � M� e:Q/75-'_'?, Telephone e?7,e -06 f — 02 o Permit Request A`--�100132dy /� 14�72- -2O 7_0 61XA 2 d- Square feet: 1 st floor:existing �`/� proposed/dal� '2nd`floor:existing 7-S' proposed�� � Total new Zoning District /�i� Flood Plain 'Va Groundwater Overlay �00 Project Valuation -An 000• 4 Construction Type /1R40t-,!E: Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Z Two Family ❑ Multi-Family(#units) Age of Existing Structure �� y' Historic House: 'Yes ❑No On Old King's Highway: ❑Yes t3�o Basement Type: Gd'Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) "—' Basement Unfinished Area(sq.ft) Number of Baths: Full:existing Z new �Z Half:existing new Number of Bedrooms: existing A/ new Total Room Count(not including baths):existing 7 new 9 First Floor Room Count Heat Type and Fuel: l5d Gas ❑Oil ❑Electric ❑Other Central Air: ©Yes ❑No Fireplaces: Existing ® New Existing wood/coal stove: ❑Yes U 0 Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Ynew size Shed:Shed:❑existing ❑new size Other: i Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ a' Commercial- ❑-Yes - ❑-No- _If.-yes,-site-plan review.#._ _ . Current Use Proposed Use = =' BUILDER INFORMATION Name;2 /25w, Telephone Number � 0 �`� Address ?4 � IP License# a �7 4- Home Improvement Contractor# �01�100� Worker's Compensation# U,6^ �7� � ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /` oJl�L� mac ✓ ✓ SIGNATURE DATE r-• .� FOR OFFICIAL; USE ONLY •`APPLICATION# DATE 1,SSUED MAP/PARCEL NO. ADDRESS VILLAGE f "OWNER DATE OF INSPECTION: FOUNDATION O oho oZj� FRAME IV 314XX INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING SG o DATE CLOSED OUT , _ ASSOCIATION PLAN NO. r 4y' V t Town of Barnstable Regulatory Services B"Mffr"B Thomas F.Geiler,Director Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us 'Office: 568-862-4038 Fa 508-790-6230 PLAN REVIEW Owner: Map/Parcel: Project Address �lRL� St_ CY, Builder: The following items were noted on reviewing: a4E t'P U /,<E-9 X r GtJ,�s Ca. rG/RI b- /1?' 4 fret &e&n `aU !J r Reviewed by: - Date: �a.... J o D Q:Forms:Plnrvw The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations • 600 Washington Street Boston,M4 02111 www.mass.gov/dia Workers'*Compensation Insurance.Afridavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Nam urines rganization/Individual): . / ✓/: /� /i✓L� Address: D X. City/State/Zip: �T7 zr Phone-4:_ Are you an employer? Check the appropriate box: -Type of project(required):. 1.[TI am a employer with 6 4. I am a general contractor and I . employees(full and/or part-time).* have hired the stab-contractors 6. El New construction . 2.El am a•sole proprietor or partner- listed on the-attached sheet. 7. [ Remodeling ship and have no employees These sub-contractors have g, FY71 Demolition working for me in any capacity. employees and have workers' ; $• 9. [i�Building addition • [No workers' comp.insurance comp.insurance. 10. Electrical repairs or additions required.] 5. We are a corporation and its ❑ P '3.❑ officers have exercised their I am a homeowner doing all work 11.El 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.] , *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.' 1Nntractors 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 far my employees. Below is.the policy and,f ob site information. -Insurance Company Name: CJi� s7�Z� � U7 �E✓ . Policy#or Self-ins.Lic.#: t�,3--7b-`47,4 2{'V- 07 Expiration Date: 71 k1c9 r9 Job Site Address: 1131 City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).., Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DU for insurance coverage verification. I do hereby certify der the i s-and penalties of perjury that the information provided abo a is tru and correct: Sienature: Date: Phone #: Official use only. Do not write in this area,'tb 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 CIerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Town-of Barnstable Regulatory Servides STAZIAx Thomas F.Geiler,Director hsnss i639' ►•�� Buff lna Division rED Mpl b Tom Perry,Building Commissioner 200 Main Street, Hyannis,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 / '7 / T7�J��7�'�'`?e�' Estimated Cost ,kddress of Work: 113,1 IL-y ® LCt- 3J_ Owner's Name: Date of Application: / �d 1 7 I hereby certify that: Registration is not required for the following reason(s): Work excluded by law ❑Job Under$1,000 MBuilding not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING TBM 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 far a permit as the agent of the owner; 777 Date Contractor Name Registration No. OR Date Owner's Name Q:fm=:hcmeaMda.v A of . � , Town of Barnstable, Regulatory Services snfwsrnBLE, + 9 �,S $ Thomas F.Geiler,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 "w.town.barnstable.ma.us Office: 508-862403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder LQa as Owner of the subject J property herebyauthorize to act on rnY behalf, , in all matters relative to.work authorized by this building permit application for: (Address of Job) Lo�0 , _ 8jjEature of emc0lr Date Print Name r Q T O RM S:O WNERP ERM I S S ION REScheck Software Version 4.0.1 Compliance Certificate Project Title: Architectural Innovations Report Date:08/27/07 Data filename:Untitled,rck Energy Code: Massachusetts Energy Corte Marian: Cortuit,Massachusetts Construction Type: 1 for 2 Family,Detached Hearing Type: Other(NonoEtectric Resistance) Glazing Area Percentage: 27% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: Rodday Residence Architectural Innovations Colony Insulatlon,In-. 1131 Main Street PO BOX 1056 28 Jonathan Bourne Drive Cotuit,MA Cotuit.MA 02635 Pocasset,MA 0255E 508.428-4219 50&563-504.9 " ' Gross Cavity Cont, GlAing UA Assemkily Arc-a " M• Gelling 1:Flat Calling or Selssor Truss: 760 30.0 0.0 27 Gelling 2:Cathedral Calling(no attlG): 60 30,0 0.0 2 Calling 3:Flat Calling or Scissor Truss: 130 30.0 010 5 Wall L Wood Frame,16"o.c.: 1600 19.0 0.0 67 Window 1:Wood Frame:Double Pane with Low-E: 313 0.330 103 Door 1:Grass: 126 )'360 44 Door 2:Solid; 42 3.350 15 Floor 1:All-Woad Joist/Truss:Ovar Unconditioned Space: 1200 19.0 0.0 56 Floor 2:All Wood JoisUTruss:Over Outside Air. 50 30.0 010 2 Fumace 1:Forced plot Air:88 AFUE Compliance Statement: The propgova building design described here is consistent with the building plans,speolicatlons,and other ealCulatlons submitted with the permit application.The proposed building has been designed to meet the Massavilusetts Energy Code requirements in REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checidist, The hearing load for this building,and the cooling load If appropriate,has bean determined using the appli able Stendard Design Conditions found in the Code.The HVAC equipment selected to heat or coal the building shall be no greater than 125%of the design load as specified In Sections 780CMR 1310 and J4.4. Name- le nature D Clete A►>chitecturalInnovation; - Page 1 of 4 9000 NOl,t;y'IIIGNI AN070D LT M9905 YVJ TO:ZT L009/9Z/90 I t i i REScheck Software Version 4.0.1 Inspection Checklist Date:08127107 Collings: j ❑Ceiling 1:Fiat Calling or Scissor Truss,R-30.0 cavity insulation Comments: j ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity Insulation Comments: I ❑ Calling 3;Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments- Above-Grade Walla: ©Wall 1:Wood Frame,16"o.C.,R-19.0 cavity Insulation Comments: f Windows: ❑Window 1:Wood Frame:Double Pane with Law-E.U-factor:OMD I For windows without labeled U-factors,describe features: Vanes_..e,From Type Thermal Break?,Yes .No Comments: Doors: ❑ Door 1:Glass,1,14acxar:0,350 comments: p Door 2:Solid,U-factor:0.350 Comments: Itloora: 0 Floor 1:All-Wood JolstiTruss:Over Unconditioned apace,R-19.0 cavity Insulation Comments: ❑ Floor 2;AJI-Woad JoisUrruse-,Over Outside Air,R-30.0 cavity Insulation Comments: Heating and Coating Equipment: Q Furnace 1:Forced Hot Air:88 AFUE or higher Make and Model Number. Air Leakage; 0 Joints,Penetrations,and all other such openings In the building envelope that are sources of air leakage Eire sealed. ❑ When Installed in the building envelope,recessed lighting fIxtures#mest one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed ti:dure and calling cavity and coaled or gasketed to prevent air leakage into the unconditioned space, 2. Type IC rated,In accordance with Standard ASTM E 283,with no more than 2.0 cfm(0,044 Us)air movement from the the condl0oned space to the ceiling cavity.The Ilghting fixture has been tested at 75 AA or 1.57 Ibs182 pressure cI ference and shall be labeled. Vapor Retarder, ❑ Installed on the warm-Iniwinter side of all nonrventW framed cailings,wails,and floors, Architectural innovations Page 2 of 4 E000 Nouvillso ANO'l0o LTT9695805 Xd3 TO:Zi L002/921!?n f .i 'V Materials Identiitcatlon: Materials and equipment are identified so that compliance can be determined. 0 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have bean provided. Insulation R values,glazing tb factors,and hewing equipment efficiency are clearly marked on the building plans or specifications. L) Insulation Is installed according to manufacturer's Instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated 11-value without compressing the Insulation. Duct Insulation: 0 Ducts are insulated per Table J4.4.7.1. Duct Construction- (� All accessible joints,seams,and connections of supply and return ductwork located outside conditioned spate,including stud bays orjoiat o"as/spaoes used to transport air,are sealed using mastlo and fibrous backing tape Installed according to the manufacturer's Installation Instructions.Mesh tape may be amitted where gaps are less than 1/8 inch.Duct tape is not permitted. The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or ship:off the heating and/or cooling Input to each zone or floor is provided. Heating and Cooling Equipment Sizing, i p Rated output cape ty of the haating/cooling system is not greater then 126%of the design load as apedfled in Sections 780CMR � 1310 and J4.4. Orculating Hot Water Systems: i 0 Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an onfoff heater switch and a cover unless over 20%of the heating energy is from norr-deplem6le i sources,Pool pumps have a time clock. Heating and Cooling Piping Insultton: C] HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are Insulated to thcr levels in Table 2, j Architectural Innovations Page 3 of 4 HOL VI11SKI ANO'TO3 LTT9V99809 AV3 ZO:ZT tnnzios�o� 1 f t Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes _ Insulation Thickness in Inches b�Pipe$fires Non"Clrcoladrig Ronauts ciroulating mains and Runouts_ Heated Water Up to 1" Up to 1,25" 1.5"to 20 Over 2" Temperature "F) 17 180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.S 100.130 0.5 0.5 0.5 1.0 Table 2.Minimum Insulation Thickness for HVAC pipes l9auladon Thickness In Inches by Pipe Shea. Fluid Temp. 2"Runouta 1"and Less 1.25"to 2,0" 'e.5"to 4" Piping System Typ9s Rargeff) Westing systems Low Pressufarl'w perature 201.250 1.0 1.6 1.6 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.6 . Steam Condensate(far food water) Any 1.0 1.0 1.5 2.0 Cooling Systems ChiUpd Water,Rofr9garant and 40.55 015 0.5 0.75 1,0 8rtns Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Buckling Department Use Only) i i r -- i Architectural Innovatlarrs Rage 4 of 4 S00 NOUVIfIGNT AN0'I00 TT8b8880S XdS ZO:ZT 40OZ/1?Z/> O i 08/30/2007 01:28 5088330840 WENDY FAIR PAGE 01/01 ' nlgcilcaJf +��—� 01.Jw4uv! 11:01::3u A@1 VAF4Z VV3/VV:3 rax lberveT i I' I i ACORN, CERTIFICATE OF INSURANCE DATEpYgM MYV) Osl-30-07 PRODUCER THIS CERTIFICAT�E.IS ISSUED AS A MA7T�R INFORMATION ONLY AND CONFERS NO NOW UPON THE TE HORGAN INS AGCY INC HOLDER. THIS CE([TIFIGATE DOES NOT AM D,EXTEND OR 44 BARNSTABLE RD H ALTER THE COVERAGE AFFORDED BY THE S BELOW. I>U 8OX ZSO COINPANIRS AFFORDING COVE AGE. HYA'NN8,MA 02601 2HRBF COMPANY A CONTINENTAL CA6UALTX COWANY INSURED COMPANY B A I EN TEMSES INC COMPANY PO BOX 2056 c COTUIT,MA 02635 : COMPANY D COVERAGE TWO WTO CERTIFY TWAT THE PONgW OF DISURANCE LIST®BELOW W WE RM MM TP THE MISURED NAMM ABOVE FOR THE POLICY POWD INUICA�w ppTW"wmimNO ANY REOUM T,telex)ok CONOTTxm or AN AF r ooxrRAcr co"OTHER DOCLAAIT VN M REST W M WITM6 CERMICATE MAYBE MSUW OR MAT AIM,THEM MANCE APPO M 6Y THE POUCTe$DESCRaeD NH N a SUBJECT TO ALL THE TUM,wwux O o AND OIkIDITIDNS OF SUCH Pomp&Ullm swo"W1Y HAYE BEEN FAXICW BY PAID CLARAS. Co PaWCY EFF mucY BXP LTR 714K OF gAMURAUCF POLICY NUM BIA DATE(MMINYV) DATE UQU►DWY) LIMITS OLI EM LIAllaiTY GENERAL AGGREGATE $ COMMERCIAL GENERAL IIABIIJTY PROPOCTS.COMPADPAGG`�'' $ CLAIMS MADE OCCUR. PERSONAL&&AI)VANJURq S OWNER'S&&CONTRACTORS PROT. EACH OCCURRENCE $ FIRE DAMAGE(Any are fire)I $ MED.EXPENSE(Anyone pe") S AUTOMOBILE LIABLITY I ANYAUTo COM WNED SINGLE LIMIT $ ALL OWNED AUTOS BODILY INJURY(Per Permn). S SCHEDULE AUTos BODILY INJURY(PerAodde� $ HIREDAUTOS PROPERTY DAMAGE 3 NON-0Y1 NW AUTOS GARAGE LIABILITY ANYAUTOS AUTO ONLY-EA ACCIDENT $ OTHER THAN AUTO ONLY: EACH CIPWT$R,13ATE % EXCESS LIABILITY I UMBRELLA FORM EACH OCCURRENCE I $ OTHER THAN UMBRELLA FORM AGGREGATE I $ WORIO R'S CCAIPWATION AND A EMPOLYERTIJAIIAM UerYBPA264-07 07-18-07 01-18-08 STATUTORYUMTTZ X THE PROPRIETOR/ E ACH ACCIDE NT $ $001000 PARTNERSIEXECUTIVE X INCL DISEASE-POLICYLIMRT i 3 500,000 OFFICERS AM- EXCL DISEASE-EACHEMPLOYEfr S 500,000 amok DUCRPTION OF OPMnONSA.00ATKMWVEHICUM RESTIUCT o=XPFCLAL ITEM& nMIMPiACESANYPR1aaCEx WWATEIWUWTOTHECFRrOXATEHOMMLAFFECM;0WORKERSCOMPCOVERAGE j i • I CERTIFICATE MOLDER CANCPLLATION I SHPULOPWOf7NEASWEDESCROEDPCLICrESBECANCEL FDBEFORETHE TOWN OF BARNSTABLE EXPIRATION DATLTHCROOF,THM MWING COMPANY WLL GW VOR TOMANL 10 DAYS WRITTEIII NOTICE TO THE 0WIFICATS HOLDER NAMED TiO THE LEFT,BUT ZOO MAIN ST FALURETOMAN).SUCH NOTICE SMALL IMPOSE NO OELIGATIONIOR IJAElLITY OF ANY KIND UPON THE COMPANY,REAGENTS OR REPRESENTATNVESi HYANNIS,MA 02601 ALITNMM REPRESENTATIVE Dennis Chookaszis ACORD 2"(� I i I I . I i l �� f�- �ltf�✓ ate Q; TfUCTEONiPERVOR Nt n6er-- Ida t rkJk19 h W.M Restta� .PETER flA PO14Ai='�Tt . >Ger�tmissicne e - Jt�ie�asi>�vuuau��a a�✓��aa�c�e�a Board of Bonding Replatioa�s and Staadards V HOME IMPROVEMENT GON r Rnt;'bR .. Registration: 109606 -w Exolratton. 9/2112008 . Tun Private Corporation A l ENTE.lRPRiSE-S iltlt,. PFTFR POMEfTI. . [_O-n HT.MA 02tK4h BOO '�iE Single 9-112"AJSTm 20 MSR Joisftevel 1WO BC CALL®9.5 pesign Report-US 2 spans I Left cantilever 1 0/12 slope Tuesday,September 11,200711:46 Build 91 16'OCS Repetitive Glued&nailed construction File Name: SWP297 RODDAY.BCC Job Name: SWP297 RODDAY CALCS Description: 1ST FL Address: Specter: City,State,Zip: ,MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1144 Misc: s z I 1 01-0744 Ali, 14-04-02 B1,3-10 B2,1-3fV LL 833 Ibs LL 383 bs DL 476 Ibs DL 57 fibs Total of Horizontal Design Spans=16-00-00 Load Summary Live Dead Snow Wind Roof live Tag Description Load Type Ref. Start End IWAo 90% 115% 133% 125% ocs 1 Standard Load Unt Area(pso Left 00-00-00 16-00-00 40 10 16, 2 Conc. Lin. (pR) Left 00-00-00 00-00-00 0 160 16" 3 Conc. Lin. (plf) Left 00-00-00 00-00-00 240 80 16, Controls Summary value %avowable Duration Cas Disclosure Span Location Pos.Moment 1451 ft-lbs 42.7% 100°k 16 2-Internal eness and accuracy of input mug by anyone who would rely on Neg. Moment -1151 ft-lbs 33.9% 100% 1 2-Left output as evidence of suitability for End Reaction 435 lbs 37.0% 100% 16 2-Right particular application.Output here based on building code-accepted design properties Int Reaction 1289 Ibs 44.0% 1000/0 1 1 -Right and analysis methods.Installation of BOISE Cont Shear 741 Ibs 63.9% 100% 14 1 -Right engineered wood products must be In Total Load Defl. 2xU588(0.066) 30.6% 14 1 -Cantilever accordance with current Installation Guide Live Load Defl. U822(0.21"} 43.8% 16 2 and applicable building codes.To obtain Total Neg. Defl. -0.055" 11.0% 16 1 -Cantilever Installation Guide or ask questions,please Span/Depth 18.1 n/a 0 2 call(888)234-0056 before installation. BC CALM,BC FRAMER®,AJST" Cautions ALLJOIST@,BC RIM BOARD-,SCI@, Design assumes Top and Bottom flanges to be restrained at cantilever. BOISE GLULAMTM,SIMPLE FRAMING SYSTEM@,VERSA LAM@,VERSA-RIM Notes PLUS@,VERSARIM@, VERSA STRAND@,VERSA-STUD@are Design meets Code minimum(2xU180)Total load deflection criteria. trademarks of Boise wood Products,L.L.C. Design meets Code minimum(U360)Live load deflection criteria. Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing Composite El value based on 23/37 thick sheathing glued and nailed to joist Page 1 of 1 BO�E� Quadruple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor BeamlLevel 21D1 BC CALCO 9.5 Pesign Report-US 2 spans Left cantilever Oil slope Tuesday,September 11,200711:46 Build 91 File Name: SWP297 RODDAY.BCC Job Name: SWP297 RODDAY CALCS Description:Level_201 Address: Specifier. City,State,Zip:, MA Designer: Customer: Shepley Wood Products Company: Warren Trask Cade reports: ESR-1040 Misc: 1 � f MIN 01-07-12 A. 14.04-01 B1 B2 LL 475 Ibs LL 382 bs DL 2479 Ibs DL 1349 bs St.3062 Ibs SL 1774 bs Total of Horizontal Design Spans=15.11-12 Lead Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 900/0 115% 133% 125% Trib. 1 Standard Load Unt Area(pso Left 00-00-00 15-11-12 . 40 10 01-04-00 2 Reaction from Designs1ROO... Cone.Pt (Ibs) Left 00-00-00 00-00-00 1158 1491 n/a 3 Reaction from Designs%ROO... Cone. Pt.(Ibs) Left 09-11-12 09-11-12 1320 1815 n/a 4 Reaction from Designs1ROO... Cone. Pt. (Ibs) Left 09-11-12 09-11-12 838 1530 n/a Load Disclosure Controls Summary value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos.Moment 19490 ft-Ibs 60.7% 115% 15 2-Internal be verified by anyone who would rely on Neg.Moment -4470 ft-Ibs 13.9% 115% 13 1 -Right output as evidence of suitability for End Shear -3432 Ibs 23.60X6 115% 15 2-Right particular application.Output here based on Contuilding code-accepted design properties Ont Shear 3147 Ibs 21.7% 115% 2 2-Left and analysis methods.Installation of BOISE Total Load Defl. L/313(0.549) 76.60/6 15 2 engineered wood products mast be in Live Load Defl. U506(0.34') 71.1% 15 2 accordance with current Installation Guide Total Neg.Defl. -0.145" 29.0% 15 1 -Cantilever and applicable building codes.To obtain Max Defl. 0.549' 54.9% 15 2 Installation Guide or ask questions,please Span/Depth 18.1 n/a 0 2 call(888)234-0056 before installation. Notes BC CALCS,BC FRAMER®,AJS- ALLJOISTO,BC RIM BOARD-,BCIS, Design meets Code minimum(L/240)Total load deflection criteria. 'BOISE GLULAM"',SIMPLE FRAMING Design meets Code minimum(U360)Live load deflection criteria. SYSTEM®,VERSA-LAMS,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS®,VERSA-RIMS, VERSA-STRANDS,VERSA-STUDS are Minimum bearing length for B1 is 3". trademarks of Boise Wood Products,L.L.C. Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 112 intermediate bearing Page 1 of 2 �O�E~ Quadruple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor BeamlLevel 21D1 BC CALCO 9.5 Pesign Report-US 2 spans Left cantilever 0/12 slope Tuesday,September 11,205711:46 Build 91 File Name: SWP297 RODDAY.BCC Job Name: SWP297 RODDAY CALCS Description:Level_201 Address: Specifier: City,State,Zip: , MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: Connection Diagram Disclosure r+�I b d Completeness and accuracy of input must L� be verified by anyone who would rely on a output as evidence of suitability for • �• • particular application.Output here based on building code-accepted design properties Icc and analysis methods.Installation of BOISE engineered ducts must be •-L • accordance with current I i Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please a minimum=2' C=5-1/7' call(888)234-0056 before installation. b minimum=2-1/2'd=2N' BC CALCS,BC FRAMERS,AJSTM, Connection design assumes point load is lop4oaded'. For connection design of'side-loaded'point loads, ALUOISTS,BC RIM BOARD'"",BCM1, please consult a technical representative or professional of Record. BOISE GLULAM-,SIMPLE FRAMING Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. SYSTEMS,VERSA LAMS,VERSA-RIM Bolts are assumed to be Grade A307 or Grade 2 or higher. PLUSS,VERSA-RIMS, Member has no side loads. VERSASTRANDS,VERSA-STUDS are Concentrated loads are not considered in side load analysis. trademarks of Boise Wood Products,L.L.C. Connectors are:12 in.Staggered Through Bolt Page 2 of 2 Triple 1-3/4" x.9-1/2" VERSA-LAM®2.0 3100 SP Floor BeamlLevel 21D2 BC CALCO 9.5 Qesign Report-US 2 spans Right cantilever 10/12 slope Tuesday,September 11,200711:46 Build 91 File Name: SWP297 RODDAY.BCC Job Name: SWP297 RODDAY CALCS Description:BEAM OVER FAMILY RM Address: Specifier. City,State,Zip: ,MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: 2 1 i I 1 i S I i 3 13-04-07 01-07-12 BO B1 LL 2671bs LL 337 lbs; DL 858 lbs DL 1974 lbs SL 848 bs SL 2234 R)s Total of Horizontal Design Spam=15.0"3 Load Summary Live Dead Snow Wlnd Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trlb. 1 Standard Load Unf.Area(psf) Left 00-00-00 15-00-03 30 10 01-0400 2 Unf_Lin. (pit) Right 00-00-00 11-00-00 0 80 n/a 3 Unf.Area(psf) Right 00-00-00 1140-W 15 30 07-09-00 4 Trapezoidal(plf) Right 06-06-00 30 60 n/a 11-00-00 0 0 n/a 5 Unf.Area(psfl Right 00-00-00 06-06-00 15 30 02-00-00 Load Controls Summary value %Avowable Duration Case Disclosure aasee Stan Location Completeness and accuracy of input must Pos.Moment 10184 ft-Ibs 42.3% 115% 13 1 -Internal be verified by anyone who would rely on Neg. Moment -794 ft-lbs 3.3% 115% 15 2-Left output as evidence of suitability for End Shear 1916 Ibs 17.6% 115% 13 1 -Left particular application.Output here based on building code-accepted design properties Cont.Shear 3032 Ibs 27.8% 1150/0 2 1 -Right and analysis methods.Installation of BOISE Total Load Defl. U382(0.42n 62.9% 13 1 engineered wood products must be in Live Load Defl. U676(0.237") 53.3% 13 1 accordance with current Installation Guide Total Neg.Defl. -0.166" 33.1% 13 2-Cantilever and applicable building codes.To obtain Max Defl. 0.421" 42.1% 13 1 Installation Guide or ask questions,please Span/Depth 16.9 n/a 0 1 call(888)234-0056 before installation. BC CALM,BC FRAMER®,AJSTM Notes ALLJOISTO,BC RIM BOARD'",BCI®, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAM-,SIMPLE FRAMING Design meets Code minimum(U360)Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUSE),VERSA-RIME), Minimum bearing length for BO is 1-1/2". VERSASTRAND@),VERSA-STUDS)wetrademarks of Boise Wood Products,L.L.C. Minimum bearing length for B1 is 31 . Entered/Displayed Horizontal Span Length(s)=Clear Span+ 112 min.end bearing+ 1/2 intermediate bearing Page 1 of 2 Triple 13/4" x 9-1/2" VERSA-LAWN 2.0 3100 SP Floor BeamlLevel 21D2 BC CALL®9.5,pesign Report-US 2 spans Right cantilever 1 0/12 slope Tuesday,September 11,200711:46 Build 91 File Name: SWP297 RODDAY.BCC Job Name: SWP297 RODDAY CALCS Description: BEAM OVER FAMILY RM Address: Specifier. City,State,Zip: ,MA Designer: Customer. Shepley Wood Products Company. Warren Trask Code reports: ESR-1040 Misc: Connection Diagram Disclosure �.{b + r—d Completeness and accuracy of input must a be verified by anyone who would rely on output as evidence of suitability for 0 0 particular application.Output here based on c building code-accepted design properties 0. and anaysis methods.Installation of BOISE e 0 0 0 engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please a minimum=2" c=4-1/71 call(888)234-M6 before installation. b minimum=3" d= 121 BC CALCO,BC FRAMERS,AJSTM e minimum=3" ALLJOISTS,BC RIM BOARD-,SCIS, Nam schedule apples to bath sides of the member_ BOISE GLULAMTM SIMPLE FRAMING Member has no side loads SYSTEMS,VERSA LAMS,VERSA-RIM Connectors are:16d Common Nails PLUS&,VERSARIMS, VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Wood Products,L.L.C. Page 2 of 2 BiO�iET Triple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor BeamtLevel 21D3 BC CALL®9.5 pesign Report-US 1 span No cantilevers 0/12 slope Tuesday,September 11,200711:46 Build 91 File Name: SWP297 RODDAY.BCC Job Name: SWP297 RODDAY CALCS Description:BREAKFAST WINDOW HEADER Address: Specifier: City,State,Zip: ,MA Designer: Customer. Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: 09-0"7 BO B7 LL 254 lbs LL 254 lbs DL 703 lbs DL 703 lbs; Total of Horizontal Design Spam=094"7 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trio. 1 Standard Load Unf.Area(psf) Left 00-00-00 09-0"7 40 10 01-04-00 2 Unf.Lin.(pit) - Left 00-00-00 09-06-07 0 120 n/a Load Disclosure Controls Summary v" %Allowable Duration Case Span Location Completeness and accuracy of input rraust Pos.Moment 2281 ft-lbs 10.9% 100% 1 1 -Internal be verified by anyone who wand rely on End Shear 783 lbs 8.3% 1000/0 1 1 -Left output as evidence of suitability for Total Load Defl. L/2299(0.05) 10.4% 1 1 particular application.Output here based on Live Load Defl. U8653(0.013') 4.2% 1 1 building code-accepted design properties and analysis methods.Installation of BOISE Max Defl. 0.051 5.0% 1 1 engineered wood products must be in Span 1 Depth 12.0 n/a 0 1 accordance with current Installation Guide and applicable building odes.To obtain Notes Installation Guide or ask questions,please Design meets Code minimum(1-/240)Total load deflection criteria. call(e88)234-0056 before installation. Design meets Code minimum(U360)Live load deflection criteria. IBC CALOS,BC FRAMERS,AJS-, Design meets arbitrary(1')Maximum load deflection criteria. ALLJOIST0,BC RIM BOARD-,BCI®, Minimum bearing length for BO is 1-1/2". BOISE GLULAMTM,SIMPLE FRAMING Minimum bearing length for 131 is 1-1/2". SYSTEMS,VERSA-LAMS,VERSA-RIM Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ PLUS®,VERSA RIM0, VERSA-STRANDS,VERSA-STUD(g)are 112 intermediate bearing trademarks of Boise Wood Products,L.L.C. Connection Diagram r�tb d a 0 0 c e o 0 0 a minimum=2" c=4-1/2' b minimum=3" d= 12' e minimum=3" Naft schedule applies to both sides of the member. Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 BO�iE' Double 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor BeamlLevel_21FB01 BC CALL®9.5 Design Report-US 2 spans I Left cantilever 10/12 slope Tuesday,September 11,200711:46 Build 91 File Name: SWP297 RODDAY.BCC Job Name: SWP297 RODDAY CALCS Description:BEAM OVER BREAKFAST Address: Specifier. City,State,Zip: . MA Designer: Customer. Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: 121 1 j I I I jI ' 3 01-07--12 Ak6 1404-01 B1 B2 LL 356 bs LL 287 bs DL 1604 Ibs DL 369 Ibs St.1828 Ibs SL 272 bs Total of Horizontal Design Spans=15-11-12 Load Summary Live Dead Snow Wind Roof Live Tag Descrkftn Load Type Ref. Start End 100% 90% 115% 133% 1250A Trb. 1 Standard Load Unf.Area(psf) Left 00-00-00 15-11-12 30 10 01-04-00 2 Unf.Lin.(pit) Left 00-00-00 07-00-00 0 80 n/a 3 Unf.Area(psf) Left 00-00-00 07-00-00 15 30 10-00-00 Load Disclosure C01*011s Summary value %MOW" Duration Case Span Location Completeness and accuracy of input must Pos.Moment 5914 ft-Ibs 36.8% 115% 15 2-Internal be verified by anyone who would rely on Neg. Moment -801 ft-Ibs 5.0% 115% 2 1 -Right output as evidence of suitability for End Shear -874 Ibs 12.0% 1150/0 15 2-Right particular application.Output here based on Cont Shear 2258 Ibs 31.1% 115% 2 2-Left building code-accepted design properties Total Load Defl. U436 0.395' 55.1% 15 2 and enginanalyeered methods.pro products must e I BOISE ( � engineered wood products rrw�be In Live Load Defl. L/739(0.233') 48.7% 15 2 accordance with current Installation Guide Total Neg. Defl. -0.156, 31.0% 15 1 -Cantilever and applicable building odes.To obtain Max Defl. 0.395" 39.5% 15 2 Installation Guide or ask question,please Span/Depth 18.1 n/a 0 2 call(888)234-0056 before installation. BC CALOS,BC FRAMER@,AJST" Notes ALLJOISTO,BC RIM BOARD-,B6W, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMTm,SIMPLE FRAMING Design meets Code minimum(Lr")Live load deflection criteria. SYSTEM®,VERSA LAM®,VERSARIM Design meets arbitrary(1')Maximum load deflection criteria. PLUS®,VERSARIM®, VERSASTRANDS,VERSA-STUDS are Minimum bearing length for.B1 is 3". trademarks of Boise Wood Products,L.L.C. Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing Connection Diagram r�1 b d a c a minimum=2" c=5-1/7' b minimum=3" d= 12' Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 BO�EV Double 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor Beamll-evel_21F1302 BC CALC®9.5 pesign Report-US 1 span(No cantilevers 10/12 slope Tuesday,September 11,200711:46 Build 91 File Name: SWP297 RODDAY.BCC Job Name: SWP297 RODDAY CALCS Description:STAIR TRIMMER Address: Specter: City,State,Zip: , MA Designer: Customer. Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: E ' 1 I I 1 ill Ak 13-04-07 BO B1 LL 742 lbs LL 593 lbs DL 298 lbs DL 252 lbs Total of Horizontal Design Spans=13-W7 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End IWA 911 115% 133% 125% Try. 1 Standard Load Unf.Area(psQ Left 00-00-00 13-04-07 30 10 01-04-00 3 Reaction from DesignsM-evel... Conc.Pt. (Ibs) Left 05-05-04 05-05-04 800 247 n/a Load Controls Summary value %Allowable Duration case Disclosure Span Location Completeness and accuracy of input rrnist Pos.Moment 4724 ft-lbs 33.8% 1000/0 1 t-Internal be verified by anyone who would rely on End Shear 986 Ibs 15.6% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U613(0.261") 39.1% 1 1 particular application.Output here based on ng code-acceptLive Load Defl. U851 (0.188') 42.3% 1 1 andnalysis methods.� �propdesiertiesMax Defl. 0.261" 26.1% 1 1 engineer wood products amust be in BOISE Span/Depth 16.9 n/a 0 1 accordance with current Installation Guide and applicable building codes.To obtain Notes Installation Guide or ask questions,please Design meets Code minimum(L/240)Total load deflection criteria. call(888)234-0056 before installation. Design meets Code minimum(U360)Live load deflection criteria. BC CALCO,BC FRAMERS,AJS*", Design meets arbitrary(1')Maximum load deflection criteria. ALLJOISTS,SC RIM BOARD-,BCI®, Minimum bearing length for BO is 1-1/2 . BOISE GLULAi SIMPLE FRAMING Minimum bearing length for B1 is 1-1/2". SYSTEMS,VERSA LAM®,VERSA-RIM Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ Pli VERSA-RIM®, 1/2 intermediate bearing VERSA-STRANDS,VERSA-STUDS are 9 trademarks of Boise Wood Products,L.L.C. Connection Diagram �+I b d a , c a minimum=2" c=5-1/2' b minimum=3" d= 12' Connection design assumes point load is'top4oaded'. For connection design of'side-loaded'point loads, please consult a techrocal representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Corrietors are:16d Common Nails Page 1 of 1 1 � Double 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor BeamtLevel 27603 13C CALL®9.5 Qesign Report-US 1 span No cantilevers 1.0112 slope Tuesday,September 11,200711:46 Build 91 File Name: SWP297 RODDAY.BCC Job Name: SWP297 RODDAY CALCS Description:STAIR HEADER Address: Specifier: City,State,Zip: ,MA Designer: Customer. Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: 10.01}00 BO B1 LL 800 bs LL 800 bs DL 247 bs DL 247 bs Total of Horizontal Design Spans=IOOM Load Summary Live Dead Snow Wind Roof Live Tag Descrkftn Load Two Ref. Start End 100% 90% 115% 133% 125% Trb. 1 Standard Load Unt Area(psf) Left 00-00-00 10-00-00 40 10 04-00-00 Controls Summary value %Allowable Duration Case Disclosure Span Location Completeness and accuracy of input must Pos.Moment 2617 ft-lbs 18.7% 100% 1 1 -Internal be verified by anyone who would rely on End Shear 866 Ibs 13.7% 1000/0 1 1 -Left output as evidence of suitability for Total Load Defl. U1274(0.09N) 18.8% 1 1 particular application.Output here based on es Live Load Defl. U1667(0.072') 21.6% 1 1 building an code-accepted methods. design'on of OI Span/Depth 12.6 n/a 0 1 engineered wood products must be in BOISE Notes accordance with current Installation Guide and applicable building codes.To obtain Design meets Code minimum(U240)Total load deflection criteria. Installation Guide or ask motions,please Design meets Code minimum(U360)Live load deflection criteria. call(8e8)234-0056 before installation. Minimum bearing length for BO is 1-1/2". BC CALCO,BC FRAMERS,AJS-, Minimum bearing length for B1 is 1-1/2". ALUOIST®,BC RIM BOARD u,SCIS, Entered/Displayed Horizontal Span Length(s)=Clear Span+ 112 min.end bearing+ BOISE GLULAM-,SIMPLE FRAMING 112 intermediate bearing SYSTEMO,VERSALAMS,VERSA-RIM PLUS&,VERSA RIM®, Connection Diagram VERSA STRAND®,VERSA-STUD®are 9 trademarks of Boise Wood Products,L.L.C. r♦1 b d a c a minimum=2' c=5-10 b minimum=3" d= 17' Member has no side loads. Connectors are:16d Common Nails Page 1 of 1 � T Single 9-1/2" AJSTm 20 MSR JoisNLevel_2W01 BC CALCO 9.5,pesign Report-US 2 spans I Left cantilever 10/12 slope -Tuesday,September 11,200711:46 Build 91 16"OCS f Repetitive Glued&nailed construction File Name: SWP297 RODDAY.BCC Job Name: SWP297 RODDAY CALCS Description:TYP.2ND FL Address: Specifier: City,State,Zip: , MA Designer: Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1144 Misc: 2 01-67-12 AL 1404-01 B1,3.1/2" B2,1-31,r LL 3561bs LL 287 bs DL 267 Ibs DL 79 bs Total of Horizontal Design Spare;=15-11-13 Load Summary Live Dead Snow Wind Roof Live Tag DescFWW Load Type Ref. Start End 100%, 90% 115% 133% 125% ocs 1 Standard Load Unf.Area(psfl left 00-00-00- 15-11-13 30 10 161 2 Conc. Lin.(plf) Left 00-00-00 00-00-00 0 100 16" - Load Disclosure Controls Summary vako %allowable Duration Case Span Location Completeness and accuracy of input must Pos.Moment 1254 ft-Ibs 36.9% 1000/0 16 2-Internal be verified by anyone who would rely on Neg. Moment -292 ft-Ibs 8.6% 100% 1 2-Left output as evidence of suitability for End Reaction 362 Ibs 30.8% 1000/0 16 2-Right particular application.Output here based on building code-accepted design properties Int Reaction 608 Ibs 20.8% 100% 1 2-Left and analysis methods.Installation of BOISE Cont.Shear 395 Ibs 34.0% 100% 1 2-Left engineered wood products mist be in Total Load Defl. U898(0.192") 26.7% 16 2 accordance with current Installation Guide Live Load Defl. U1078(0.161 33.4% 16 2 and applicable building codes.To obtain Total Neg. Defl. -0.055" 10.9% 16 1 -Cantilever Installation Guide or ask questions,please Span/Depth 18.1 n(a 0 2 call(888)234-0056 before installation BC CALCS,BC FRAMER®,AJS"' Cautions ALUOISTO,BC RIM BOARD-,BCIV, Design assumes Top and Bottom flanges to be restrained at cantilever. BOISE GLULAMT",SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA RIM®, VERSA STRAND®,VERSA-STUDS are Design meets Code minimum(U240)Total load deflection criteria. trademarks of Boise wood Products,L.L.C. Design meets Code minimum(L/360)Live load deflection criteria. Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 Single 9-112" AJSTm 20 NISR Joistli-evel_2W02 BC CALL®9.5 Design Report-US 2 spans I Left cantilever 10/12 slope Tuesday,September 11,2W711:46 Build 91 16"OCS I Repetitive I Glued&nailed construction File Name: SWP297 RODDAY.BCC Job Name: SWP297 RODDAY CALCS Description:FLOOR OVER BREAKFAST Address: Specifier: City,State,Zip: MA Designer. Customer: Shepley Wood Products Company. Warren Trask Code reports: ESR-1144 Misc: a 2 3 11-71 01-W-12 AL 14.04-01 B1,3-12" B2,1-3/4" LL 356 Ibs LL 287 bs DL 430 Ibs DL 176 Ibs SL 226 Ibs SL 134 Ibs Total of Horizontal Design Spans=15-11-13 Load Summary Live Dead snow Wind Roof Live Tag Desariptlon Load Type Ref. Start End IWA 90% 115% 133% 1250A OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 15-11-13 30 10 16" 2 Conc. Lin. (pit) Left 00-00-00 004)0-00 0 100 16" 3 Conc. Lin. (pit) Left 07-00-00 07-00-00 .0 60 16, 4 Conc. Lin. (plf) Left 07-00-00 07-00-00 135 270 16" Load Disclosure Controls Summary Vakm %Allowable Duration Case Span Location Completeness and accuracy of input must Pos.Moment 3211 ft-Ibs 82.2% 115% 15 2-Internal be verified by anyone who would rely on Neg.Moment -292 ft Ibs -8.6% 100% 1 2-Left output as evidence of suitability for End Reaction 593 lbs 43.9% 115% 15 2-Right particular application.Output here based on Int Reaction 997 Ibs 29.6% 115% 2 2-Left building code-accepted design properties Cont Shear 783 Ibs 58.7% 115% 2 2-Left end engineered methods.products m Installation e in BOISE engineered wood products must be in Total Load Defl. L/382(0.451'1 62.9% 15 2 accordance with current Instakfion Guide Live Load Defl. U554(0.311'j 65.0% 15 2 and applicable building codes.To obtain Total Neg. Defl. -0.138" 27.6% 15 1 -Cantilever Installation Guide or ask questions,please Span/Depth 18.1 n/a 0 2 call(888)234-0056 before installation. BC CALCO,BC FRAMERS,AJSTm Cautions ALLJOISTO,BC RIM BOARDTm,SCIS, Design assumes Top and Bottom flanges to be restrained at cantilever. BOISE GLULAM-,SIMPLE FRAMING SYSTEMS,VERSALAMO,VERSA-RIM No1:+es PLUSO,VERSARIMO, VERSA-STRANDS,VERSA-STUDS are Design meets Code minimum(L/240)Total load deflection criteria. trademarks of Boise wood Products,L.L.C. Design meets Code minimum(U360)Live load deflection criteria. Entered/Displayed Horizontal Span Length(s)=Clear Span+ 112 min.end bearing+ 1/2 intermediate bearing Composite El value based on 23/32"thick sheathing glued and nailed to joist Page 1 of 1 BIO '�iE Double 1-3/4" x 9-1/2"VERSA-LAM®2.0 3100 SP Roof Beam1R00FXRB01 BC CALL®9.5 Pesign Report-US 1 span I No cantilevers 1 0/12 slope Tuesday,September 11,200711:46 Build 91 File Name: SWP297 RODDAY.BCC Job Name: SWP297 RODDAY CALCS Description: BEAM ABOVE MSTR BED WALL Address: Specifier: City,State,Zip: ,MA Designer: Customer Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: �o 12 4 c i 1 I I F �9.07-03 80 1311 DL 1158 Ibs DL 1320Ibs SL 1491 Ibs SL 1815 bs Total of Horizontal Design Spans=09-07-03 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trig. 1 Standard Load Unf.Area(psf) Left 00-00-00 09-07-03 15 30 074)8-00 2 Trapezoidal(plf) Left 00-00-00 0 0 n/a 07-00-00 90 180 n/a 3 Unf.Area(psf) Left 07-00-00 09-07-03 15 30 06-00-00 4 Unf.Area(psf) Left 00-00-00 09-07-03 0 '10 07-08-00 Load Disclosure Controls Summary vane %Allowable Duration Case Span Location Pos.Moment 7055 ft-lbs 44.0% 115% 2 1 -Internal Completeness accuracy of input mug by anyone who would rely on End Shear -2529 Ibs 34.8% 1150/0 2 1 -Right output as evidence of suitability for Total Load Defl. U494(0.233') 36.4% 2 1 particular application.Output here based on L building code-accepted design properties Live Load Deft. U862(0.134") 27.8% 2 1 and analysis methods.Installation of BOISE Max Defl. 0.233" 23.3% 2 1 engineered wood products must be in Span/Depth 12.1 n/a 0 1 accordance with current Installation Guide and applicable building codes.To obtain Cautions Installation Guide or ask questions,please For roof members with slope(1/4)/12 or less final design must ensure that ponding instability call(888)234-0056 before installation. will not occur. BC CALCS,BC FRAMERS,AJSTM For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow ALLJOISTS,BC RIM BOARDTM,BCW, surcharge load. BOISE GLULAMTM,SIMPLE FRAMING SYSTEMS,VERSA-LAMS,VERSA-RIM Notes PLUS®,VERSA-RIMS, VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum(U180)Total load deflection criteria. trademarks of Boise wood Products,L.L.C. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1')Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing Member Slope=0,consider drainage. Page 1 of 2 BODE' Double 1-3/4"' x 9-1/2" VERSA-LAM@ 2.0 3100 SP Roof Beam1ROOF1111301 BC CALCO 9.5 Qesign Report-US 1 span No cantilevers 10/12 slope Tuesday,September 11,200711:46 Build 91 File Name: SWP297 RODDAY.BCC Job Name: SWP297 RODDAY CALCS Description:BEAM ABOVE MSTR BED WALL Address: Specifier: City,State,Zip: , MA Designer. Customer. Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: Connection Diagram Disclosure Completeness and accuracy of input must r•i b d be verified by anyone who would rely on a � �e e output as evidence of suitability for particular application.Output here based on building code-accepted design properties c and analysis methods.Installation of BOISE e engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please a minimum=2' c=5-1/2' cog(888)234-M6 before installation. b minimum=V' d= 12' BC CALCS,BC FRAMER®,AJS-, Member has no side loads. ALUOISTO,BC RIM BOARDTH,BCIV, Connectors are:16d Common Nails BOISE GLULAM-,SIMPLE FRAMING SYSTEM@,VERSA-LAM®,VERSA-RIM PLUS@,VERSA-RIMS, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products,L.L.C. Page 2 of 2 ®O�ET Double 1-3/4" x 11-7/8"' VERSA-LAM®2.0 3100 SP Roof Beam1ROOF1RB02 BC CALL®9.5 Design Report-US 1 span No cantilevers 10.5/12 slope Tuesday,September 11,200711:46 Build 91 File Name: SWP297 RODDAY.BCC Job Name: SWP297 RODDAY CALCS Description: BEAM OVER BEDROOM Address: Specifier: City,State,Zip: ,MA Designer. Customer. Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: 1__10.5 12 WIN 12-03-03 AhL BO B1 DL 838 lbs DL 838 lbs St.1531 lbs SL 1530 lbs Total of Horizontal Design Spans=12-03-03 Load Summary Live Dead Snow Wind Roof Lire Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Tft 1 Standard Load Unf.Area(psf) Left 00-00-00 12-03-03 15 30 07-07-00 2 Conc. Pt(lbs) Left 06-01-09 06-01-09 135 270 n/a Load Disclosure Controls Summary yahre %Allowable Duration Case Span Location Completeness and accuracy of input rrarst Pos.Moment 7883 ft-lbs 32.2% 115% 3 1 -Internal be verified by anyone who would rely on End Shear 1993 Ibs 21.9% 1150/0 3 1 -Left output as evidence of suitability for Total Load Defl. U695(0.212'1 34.5% 3 1 particular application.Output here based on building code-accepted design properties Live Load Defl. U1073(0.13T� 33.5% 3 1 and analysis methods.Installation of BOISE Max Defl. 0.212" 21.2% 3 1 engineered wood products must be in Span/Depth 12.4 n/a 0 1 accordance with current Installation Wilde Slope and Cut Length Slope Fact Depth Horiz.length Product Len and applicable building codes.To Maingth Installation Guide or ask questions,please Plumb Cut with Hanger to dbl.top plate 0.5/12 11-7/8" 12-03-03 12-03-13 cap(888)234-0056 before installation. Cautions BC CALCO,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARD-,BCI®, For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow BOISE GLULAM-,SIMPLE FRAMING surcharge load. SYSTEMS,VERS I-AM®,VERSA RIM PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUDS are Notes trademarks of Boise wood Products,L.L.C. Design meets User specked(L/240)Total load deflection criteria. Design meets User specked(L/360)Live load deflection criteria. Design meets arbitrary(1')Maximum load deflection criteria. Minimum bearing length for B0 is 1-1/2". Minimum bearing length for B1 is 1-1/2". Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ V2 intermediate bearing Page 1 of 2 BO�SE~ Double 1-3/4" x 11 7/8" VERSA-LAM®2.0 3100 SP Roof Beam1ROOFIRB02 BC CALL®9.5 Design Report-US 1 span I No cantilevers 0.5112 slope Tuesday,September 11,200711:46 Build 91 File Name: SWP297 RODDAY.BCC Job Name: SWP297 RODDAY CALCS Description:BEAM OVER BEDROOM Address: 'Specifier City,State,Zip: ,MA Designer. Customer: Shepley Wood Products Company: Warren Trask Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must L' be verified by anyone who would rely on a output as evidence of suitability for • • particular application.Output here based on c building code-accepted design properties and analysis methods.Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please a minimum=2' c=7-7/8" call(8s8)234-0056 before installation. b minimum=V' d= 12" BC CALC®,BC FRAMER®,AJS-, Connection design assumes point load is'top-loaded': For connection design of'side-loaded'point bads, ALUOIST®,BC RIM BOARD-,BCI®, please consult a technical representative or professional of Record. BOISE GLULAM-,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Concentrated bads are not considered in side load analysis. PLUS®,VERSA-RIM®, Connectors are:16d Common Nails VERSASTRANDO,VERSASTUD®are trademarks of Boise Wood Products,L.L.C. Page 2 of 2 Daniel E. Braman. P.E. . 189, Harbor Point Rd. C C)'r ] T C' Cummaqui4 MA 026 37-0361 co - z44 t (_ .C.: ? c> s ec-V-- 1 c IL I 1 � ►=� 2- IEEI Tu kA-J tom.L=, 115 L .L,. 4145 Y.. LSC '< 2 2. L3jc s c5 Ile VIE k { Daniel E Braman, P.E, 189 Harbor Point.Rd. Cummaquid, MA 02637-0161 �.l 12S'C F L c c2�.2 , L.cm®CL ti *• • �Isle Vv 8 x I S `} Date u. i � +UA S F RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: Dan Braman,- ,P.E. Job: Rodday- 1131 Main Street,Cotuit Steel Code: RISC 9th Ed. SPAN INFORMAwION: Beam Size (User Selected) = W8X28 Fy =' '36.0 ksi I Total Beam Length (ft) = 12 . 75 Top Flange Braced By Decking LOADS: Self Weight = 0 . 028 k/ft Point Loads (kips) : Flange Bracing Dist DL, Pre DL LL Top Bottom 3. 75 1. 41 0. 00 3.50 ' Yes Yes Line Loads (k/f t)': Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 , 12-. 75 0. 540 0. 540 0. 000 0 . 000 0. 420 0 . 420 SHEAR: Max V (kips) = 9. 76 fv (ksi) = 4 : 25 Fv = 14 . 40 MOMENTS: - Span Cond Moment`. @, Lb Cb Tension Flange Comp Flange kip-ft ft f't fb Fb fb " Fb Center Max + 30. 3 ' 4 . 9 . 0 . 0 1. 00 14 . 98 24 . 00 14'. 98 24 . 00 Controlling 130. 3 4 . 9 0. 0 1. 00 14 . 98 24 . 00 --- --- REACTIONS (kips) : Left Right, DL reaction 4 . 62 4 . 04 Max + LL reactionw 5. 15 3. 71 Max + total reaction 9.76" 7 .74 DEFLECTIONS• Dead load (in) at, 6.25 ft 0. 148.' L/D = 1035- Live load (in) at 6. 18 ft = =0. 160 L/D = 956 Total load (in) at 6. 18 ft = 0 . 308 " L/D = 497 ' s f RAMSBEAM V2 . 0 - Gravity •Beam Design „. Licensed to: Dan Braman, P,.E Job: Rodday 1131 Main S'treet, Cotuit Steel Code: ;AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W8X15 Fy = 36. 0 ksi Total Beam Length (ft) = 12.. 50 N Top Flange Braced By Decking c LOADS: Self Weight = 0.015 k/ft Line Loads (k/ft) . Distl Dist2 DL1 DL2- Pre DLl Pre DL2 LL1 LL2 0. 00 12. 50. 0210 0 .210 0. 000 0. 000 0. 560 0. 560 SHEAR: Max� V (kips) = 4 . 91 fv (ksi) = 2 . 47 Fv = 14 . 40 MOMENTS: Span - Cond Moment @ Lb Cb Tension Flange , ' Comp Flange kip-ft -ft ft fb- Fb fb Fb Center Max + 15. 3 6. 3 0. 0 1. 00 15.59 24 .,00 15. 59 24 . 00 Controlling 15..'3 6. 3 0. 0 1. 00 ° 15. 59 24 . 00 - - --- REACTIONS (kips) : Left Right DL reaction 1. 41 1'. 41 Max + LL reaction 3. 5.0 3. 50 Max + total reaction 4 . 91 4: 91 ' DEFLECTIONS: Dead load (in-) r. at 6.25 ft = -0 . 089 L/D = 1689 ` Live load (in) at 6.25 ft = 0 .221 L/D 679 •: Total, load (in) - at 6. 25, ft -0. 310 L/D 484 i _ • 1 1 " i . RAMS-BEAM V2 . 0 - Gravity Beam Design. . Licensed to: Dan Braman, :PE. " Job: Rodday, 1131 Main Street Cotuit Steel Code: AISC 9th Ed. SPAN INFORMATION: ,. Beam Size (User 'Selected) W8X18 Fy = 36. 0 ksi O Total Beam Length (ft) ' = 15. 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 018 k/ft Line Loads (k/ft) : Distl Dist2 DL1 z DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 15. 00 0.210 0 .210 0 . 000 0. 000 0.560 0. 5.60 SHEAR: Max V (kips) .. ' 75'..91 fv (ksi) = 3 . 16 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip=ft', -ft ft fb Fb fb• Fb Center Max -+ 22 .2 7 . 5 0. 0 1. 00 1.7 . 49 24-. 00 •17 . 49 24 . 00 Controlling 22 .2 7 .5 0 . 0 '1 . 00. '17 . 49 24 .00' --- . --- REACTIONS (kips) : Left Right DL reaction 1. 71 1. 71 Max + LL reaction 4 .20 4 . 20 Max= ,+ total reaction . 5. 91 5. 91 DEFLECTIONS: Dead load (in) at 7 :50 ft = -0. 145. L/D,'= 1245 Live load (in) at 7 . 50 ft = -0. 355 L/D = 507 Total load .(in) at 7 . 50 ft = . -0. 500 L/D = 360 RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. Job: Rodday 1131 Main Street,Cotuit Steel Code: AISC 9th Ed. SPAN INFORMAP'ION: Beam Size (User Selected) = WlOX30 Fy = 36. 0 ksi Total Beam Length .(ft) 19. 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 030 k/ft Point Loads (kips) : Flange Bracing Dist DL Pre DL LL Top Bottom 17 . 50 0.25 0. 00 0. 80 Yes Yes 4 . 00 1. 67 0 . 00 1 .23 Yes Yes Line Loads (k/ft) : Distl Dist2 DLl DL2 Pre DLl Pre DL2 LL1 LL2 0 . 00 19. 00 0. 233 0.233 0. 000 0. 000 0. 620 0 . 620 SHEAR: Max -V (kips) = 10. 76 ' fv. (ksi) = 3. 43 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb . fb • Fb . Center Max + 46. 6 8 . 9 0. 0 1. 00 .17 .26 24 . 00 17 . 26 24 . 00 Controlling 46. 6 8-. 9 0. 0 1. 00 17 .26 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 3 84 3. 08 Max + LL reaction 6. 92 6. 89 Max + total reaction 10 . 76 9. 96 DEFLECTIONS: Dead load (in) at 9. 22 ft = -0.209 L/D = 1089 Live load' (in) at . 9. 41 � ft = -0. 415 L/D = 550 Total load (in) at 9. 4i ft = -0. 624 L/D = 365 a , IRAMSBEAM V2 . 0 - Gravity Beam Design .. Licensed to: Dan Braman, P.E. Job: Rodday 1131 Main Street,Cotuit Steel Code AISC 9th Ed. 5 ♦ . SPAN INFORMATION: ' Beam Size (User Selected) = W8X35 Fy = 36A ksi �.. Total Beam` Length (ft) = 19. 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 035 k/ft C ` Point Loads (kips): Flange Bracing Dist DL Pre DL LL Top Bottom 17 . 50 0.25 0 . 00 0 . 80 Yes Yes 4 . 00 1. 67 0. 00 1 .23 Yes Yes ,. Line Loads (k/ft) Distl Dist2 DLl DL2 Pre DLl Pre DL2. ''. LL1 LL2 0. 00 19. 00 0.233 0.233 0. 000 0. 000 0. 620 0 .620 SHEAR: Max`V• (kips) = 10. 81 fv,, (ksi) = 4 .29 Fv = 14 .`40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb - Fb Center Max + 46. 8 8 . 9 0.0 1. 00 18 . 01 24 . 00 18 . 01 24 . 00 Controlling 46. 8. 8 . 9 0 . 0 1. 00 18 . 01' " 24 . 00 --- --- . s S REACTIONS (kips): Left Right DL 'reaction 3. 89 . 3. 13- Max + LL:..reaction "6 92 6. 89 Max + total reaction 10 . 81 10 . 01 DEFLECTIONS: Dead load (in) at 9. 22 ft- -0 .284 L/D = 802 Live load (in) at 9..41 ft = .-0. 555 L/-D = 411 Total load (in) at 9. 41 ft = 0 . 839 L/D = 272 4 r as s RAMSBEAM V2 . 0 - Gravity Beam Design -' - Licensed to: Dan Braman, P.E. Job: Rodday, 1131 Main Street Cotuit Steel Code: AISC 9th Ed. SPAN INFORMAITION: Beam Size (User Selected)-. = W8X13 Fy = 36: 0 ksi Total Beam Length ` (ft)° = 9. 50 Top -Flange Braced By Decking LOADS: Self Weight =• 0. 013'. k/ft Point Loads (kips) : Flange Bracing Dist DL I Pre DL LL a Top Bottom 1. 00 0. 86 •0. 00 3. 54 Yes Yes Line Loads (k/ft) . Distl Dist2 DL1 , DL2 Pre DL1 Pre 'DL2 LL1 LL2 0 . 00 9. 50 0 .210 0.210 0. 000 0. 000 0. 560 . . � 0. 560 k SHEAR: Max V (kips) = 7 . 65 fv (ksi) = 4 . 16 Fv = 14 . 40 MOMENTS: ` Span. Cond Moment @ Lb Cb. Tension Flange " Comp Flange + 'kip-ft ft ft fb • tFb fb Fb Center - Max + 11. 2 4 .2 0. 0 1. 00 13. 52 - 24 . 00 13. 52 24 . 00 Controlling 11 . 2 4 . 2 0 . 0 1 . 00 " 13. 52 24 . 00 ~� --- --- REACTIONS (kips) : Left Right DL reaction 1. 83 1. 15• i Max + LL- reaction 5. 82 3. 03 Max + total 'reaction 7 . 65 4 . 18 DEFLECTIONS• Dead load (in) at 4 . 66 ft = -0. 043 L/D = 2664 Live load (in) - at 4 . 61 ft = `=0. 119 , L/D = 957 Total load (in) at 4 . 61 ft 0 . 162 L/D = 704 " k m N SMOKE DETECTORS REVIEWED >zo �3 BARNSTABLEBUILDINGDEPT. D TE a I;t fag z N W FIRE—DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PER MITIING 1 1 z$ I < WINDOW&EXTERIOR DOOR SCHEDULE I• - e,'I L_ GARAGE § - � O R © M. i I'I I:I E F . II II E T �I I I I � H I— _ Z L 9\I I I N ° I.I x.W I I N GUtI BASEMENT -; -- ---- -- INTERIOR DOOR/WINDOW SCHEDULE - I -- 1 q mxnu Za- 1 ~ mm,=ot ,l en wy i'L_-----�' �I W �o�------ TT Z IMPORTANT—UPGRADE REQUIRED �' ep lap 5 STATE BUILDING CODE REQUIRES THE UPGRADING OF (' ..,>w .w a SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN I y ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. i FULL ASSEMENf R t - ° W NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE 19 IIII t :ui 2 . INSTALLATION OF SMOKE DETECTORS—THE ELECTRICAL \ s PERMIT DOES NOT SATISFY THIS REQUIREMENT C - wuu. Z u Q• O CARBON MONO%IDEALARMS u �< O MUST BE INSTALLED PER °"' °°"°� z C� Z) MASSACHUSETTS BUILDING CODE a A.aa x,e x. .. O --------------- ---------- FOUNDATION PLAN CRAWLSPACE - I I uxNm Al - 6 xr N c 1 1 Z I 78 I I iI wo oDOEac S�C REEENEDIN PORCH Z_ s�a sue• ��• �� �r a� r�-- T, 111 7 ♦ 7 % �pe t III I I i:P 1 I I 1 F I n aL R, MASTER BEDROOM �a a QE BREAKFAST' p L, x 1 1. FAMILY ROOM G O y I I N O O TT M F tl x 0 d BEDROOM q�1 Y. 1 4 I ^ �O : KITCHEN - 1 xPv I PORCH 4 0 01 i • 1 •O x � %� f;� ;µ ^ ,2 BATH � � I Tli ❑ I I rg a 1 aI ) 1 ioo \ ii6 I 1 � ❑© 4 ewvv i II 1 II OFFICE LLI BATH 9I II i Z 1 W O DINING "1 Q BED - _ 1Wyu I O ROOM H41 O ro I S� f-R 1 eauxr. 1 N1 I f i I 11 -- I W i 5 1 99 E 1 Q2 1 x b 1\\ ❑ I 3 a r bL 1 i 11 i V2 -- 1 LIVING CL 1 BEDROOM __ �� e�.xu ; iz� 1 0 i 0 IJL- _. I I PORCHIF] I , P . SECOND FLOOR PLAN 8tlG q FIRST FLOOR PLAN IN••rd IN'•I'd wra• c A2 - v - EXWING ORIGINAL HOUSETO REMAIN PROPOSED NEW ADDITION-41' O Z O ohs MANtn • .rcewacwmean �� I min ce,newme 1 RIGHT SIDE ELEVATION - _ V.•.,,o I I ,m.ce.ewwa I Ip r PROPOSED NEW ADDITION-M' EXISTING ORIGINAL MOUSETORFMAW —�--� 4 W ' 8 e y Wg ® - ❑- Frumevomp, F F R , - Q e Z $ 6 p O r O' w ov�e.�.aawveo. m P P ar°v.meav C.: W I e ,l wo.cnn m.um®m I w°ro.wae.vse , n.aumwn w C LEFT SIDE ELEVATION T___________ ______________- v�•.I.� I I I I S • VI � .. u >q8 z J EXISTING ORIGINAL HOUSETO REMAC! PROPOSED NEW ADDIION-28! __________— _____ _________� mnra•m erm v -_____ 1 i .PROPOSED NEWADDRION _® z.� _ I ® n.•a inn..wav an ww BMING HOUSE I i :H El H El � � H ❑ :i mm�-{-�--�--� W Z W . FRONT ELEVATION - ---- N-- ---- -- v.••rc C U) ..� REAR ELEVATION pt 0 J 6' w A4 - 6 : . J --- ,..,6..Ail ♦ m�R.o.,�.x, .u,.e.ce�exT ....m.�,m,a,m 4 .,..,,.a.r...„� St SECTION THRU IOTCHEN,FOYER 8 BEDROOM _ - S2 SECTION THRU GARAGE,FAMILY ROOM 8 MASTER SUITE 5 vr.,e• 5 ,x.ro g .. gg LU to f:-a 4 . 210 $Q TYPoGIL SECTION THPU NEW NOOF 4 x.ow.ov.zeou _ O' W wyeg�x_yepq_ ,na.+wcnc.m S3 SECTION THRU GARAGE&SCREENED IN PORCH "I _ R I 0 r� 'o i o o m c . � m o �Y z _ o O o ; u }` a $ g $ 15 1!- i!vl - z i Ul EXISTING FLOOR 4 O REMAIN W o o w EXISTING MAIN ROOF TO REMAIN S ° t u Z ZO .EXISTING FLOOR ITO REMAIN c _______________________ .' cult:nFNmEn •.` . ROOF FRAMING PLAN d, ; SECOND FLOOR FRAMING PLAN Aw�cR + - Tire Coninumirealth of Atassi diusetts ra i! ''�_ •fir Peparnnent of Industrial Accidents Mee 011at�.�l�Oat . `�: ' �;#' :=i•�` 611111f ashin Street - "�� '��=•c Bowan.Masi 02111 Workers Compensation Insumuce.AQtdavit %Anniir•tnf in�ne•rnat:n`n: ► �. . . _. rs�:+�se�ras-�a�� mere r�s�� G situ C�2 bl nhane P 1 am a homeowner performing all work myself. a sole proprietor and have no one working in any capacity am an employer providing workers' compensation formy employees working on this job. cmmnnnr nnnte• address! rih•! -phone insuroncr co. nolicr Al am a sole proprietor,general contractor,or homeowner(d:rde one)and have hired the contractors listed below who have the following workers' compensation polices.• tomn InT name• insurnndC co nnlier# ` -.--1�'a ,�+•aT: --..•. �rrn!ru+. :..•.i�• v,I."'r�'T�TrR'.RF^`xiis�3G'. .:ate - -- - - i7R2!!r�iT id' !p_'�:J_bAil43!�!'►='.�':"'.'7S cdimnar y nanee• Address- cit phone#* ins�.•�.ice co neiiey# ;Attach addIddiu l'shcet if tieeeis■•,►• •.•�.-••:•�- •=:+'•.r+'r..� _ - .. .•rr�__ sr- - _ •�'�_== Failure to secure coverage as required under Section 2SA of MGL M*'can lead to the imposition of ertminai ptm ddn of a fine up to SUO 11 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day apinst me. 1 understand that a eoMY of this statement maybe forwarded to the OMce of Investigations of the DU for eovensp vaiit dOM6 I do ltenbr certify under the pal and peiraida ofpedurp that the injornratfon provided abortisameand conva Signature Print name `® �� one# (�0 Fdtvor nly do not write is this area to be completed by city or tow oMcial permioleeose# nBuilding Department oUcensing Board'-mediate response is required QSeleetmea's OiliceDliesitb Departmentn• phone#, nUther___ Information and Instructions � cnsatia n for their Massachusetts General Laws chapter 152 section 25 requires all employers to pmvidr workers cc mp employees. As quoted from the"law",an emplmvee is defined as every person in the service of another under any contract of hire,express or implied, oral or written. An emplgrer is defined as an individual. partnership,association.corporation or other : gal entity, or any two or more the fore Ding 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 emplovees. However the owner of a dwelling house having not more than three apartments and who resides therein, or,the occupam of the maintenance,construction or repair work on such dwelling hou: dwelling house of another who employs persons to do ma or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 1'52 section 25 also states that every state or local licensing agency s11211'vithhnld 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 ha been presented to the contracting authority. - r: .....�..•��w �. � r..a..:��•.. ..*, i 1+1:• %wA ^fir wtY:n.•v..!•�•j{.�.:,t:Y::y. �• ..:.r. op.:iT.'i:`i : �, 'Q7n:.;'f t:.'.1��• ;.� .:.r—:' �'t`;ii'� •iv...s!!7+.:.tit rr��wi.�r.R::..,.i•.��. 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 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. ?lie 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. _ 'iiY':' ,'cs...:1C.'.""'..w���:lA+('.♦ _G:.....�sy:r:f.Li• 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. Plea! be sure to fill in the permittlicense number which will be used as a reference number. The affidavits may be returned tc 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. 'yr... %:••.«�wwi�:.w iiw�w►fwi wi..rw�..r. •�tr.ni••w�w+ ..�... .. _ .. . T- .•:{.i ....T'Iws..3.:6•' .t. T. :...,iv^ �.Tl.::.s•. .�-'+•'iw•: 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 fax#: (617)727-7749 •. I hone #: (617) 7274900 ext. 406, 409 or 375 3 O'yV _ t i ` 2 50.05 l Q _ � 2sp 'moo �..s r qr re_. W att ML `Crt N 71 -57=30" W pARC �L. Jr R+2w.24 -r- z 5.00 JG Y ES. L� rass czn AREA Or iAK u ' Pa.FZc n ll + 'off .ti Yr:Gh:AS ...aC T, V: ZJE$A. E�,L 'F KK } Rs2CA Or YA:c:oaG 4C : ^" ti`- �,• ;vj { ;: _ ! Ja.nnu�� W- A, a.yc..►,,r �n 8 5 J ak.w y�G - _ �_.J �'3 t _5 7 ♦ ZI . _ 5.g4 4 - wr GH` 4e� — vv A iJl'A'" ( T iQCC r 1 i i i M � • ci. PAFtCBL $ Ec�W�N S. ANC; M. E`A}..ate �YCOCK ` ARrq C`p TAKINO P^RC 10 90 r sue. �A art w 00 Ti�.rC+w►� o Ill i 1 x ' II3�! Yiolo. M Sove+'y f' ..p7 �� E \� ieo•00 Nqr^ M _ SUV c to 7 57.G09 �. f n Mycock e'awf y x Zoo 5 e 6 xt vF P:EDS dr t� ( me pt ►N OF L/�N O ►+ RF.r O L`EU J p- 1 T.-5A"STAQ . C r /To lr M�CRAW FORD ` N ITA • 5c�.�e f IN'60Fr Oc. �'. —. Rw wain Uw,$un.cvoaa. O t . —zTO�Gc A POn'1Lil�/� v r r � ;till 'tr` U zed �i o pON qr a • NO t 4C s;•L a.- -� 54 t 27A'C � i 3c s«..- .no ac*s WV .s s sow JOAC AC fro war L ANE _ .79 sp F-37A -Sa.cdc - -S OIELL Nub t H 00�?1 tb'g 63 K� J ��M-OK ► _ ACy OOOO �rC ItC � � ,� u _ p Ob 4 T "' ,loww w .6i w h _ ? 3B _ a .n -32 AAG cc w f' JJ - �aJ�M•`�11 - O�� -48 _ .� _ . z CA* _M _ �M N ri YI Assessor's.Office(1st floor) Map' Parcel G7t55 it# 0 _-2- 3 Conservation Office(4th floor)(8:30-9:30/1:00-2:00) Z3/J& 9a, Date Issued Board of Health,(3rd floor)(8:15 -9:30/1:00-4:45) ���} aQ Fee v� - / Engineering Dept. (3rd floor) House# S��r�L<�® 6 �,� � Planning Dept. (1st floor/School Admin. Bldg.) NV' i'�ce Definitiv Plan Ap rov d by Planning Board 19 ROAIIVjE MA T0"REG F AND ®Pad TOWN-OF BARNSTABLE � Building Permit Application Pr ject r ss Villa O �// r i `Owner �-' , �G G�Ul/ Address ATelephone - _ 7l t.Permit Request �i First Floor square feet Second Floor square feet Estimated Project Cost $ �07� • O7J e Zoning District Flood Plain Water Protection Lot Size Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use <V- p Proposed Use Construction Type Commercial Residential (� Dwelling Type: Single Family , Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House /1"0 Unfinished Old King's Highway Number of Baths No.of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information �•^/1 j /G/% '�/� Telephone Number �Y���� /Name ✓Address f(� � / ��% % License# - __�,��T%�� /Home Improvement Contractor# /Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 0 U SIGNATURE DATE BUILDING PEWIT DENIED FOdTHE FOLLOWING REASON(S) ` - FOR OFFICIAL USE ONLY PERMIT NO. G DATE ISSUED MAP/PARCEL NO. ADDRESS r t )° ' VILLAGE ' OWNER r + DATE OF INSPECTION: FOUNDATION FRAME INSULATION ° FIREPLACE ELECTRICAL: ROUGH FINAL _ PLUMBING: f 3 RO FINAL W. 0 GAS: r .;IiI3• FINAL FINAL BUILDING DATE CLOSED OUT., + i ASSOCIATION PLAN NO. } r 1 76 t Assessor's p and lot number/:•`� .._". .....: fl `�� - `�y� t SEPTIC SYSTEM MUST BE Sewage:Permit number ......�. .. !.(�Q. L1��. INSTALLED IN COMPLIANCE .,� �/ WITH ARTICLE II :STATE the r T Y C x �� TOWN OF BA TOWNRI ` r' Z 13APSTABD F, "M` y T� BUILDING INSPECTOR am °'• t, APPLICATION FOR:PERMIT TO ... $. .. ............................. ......:.:..:..:..................... TYPE OF CONSTRUCTION .... �°. . .. R �?.F............................:.................:.......: .. ....................... ............... /j...........l Y TO THE INSPECTOR' OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ............. .._/ ...l�.....�� Ll..:.:.-' .. ProposedUse .. PIF ............................................................ .............:.............................................................. Zoning District ...,.......•............................................................Fire District 2*.-(1.d.......................................................... Name of Owner � .!� ..1 :.. ��l ��LCG ..........Address 1?7.... ..� ��' ff.. {..-..�:.��( � e.h.A5 �1'.... Name of Builder ./.C,ll�......L1.2,bao... .................Address. •���.... h ..... Name of Architect C�f7�11`............Address ............�� ��1. .................. ........ :��.....� . J Number of Rooms ..................................................................Foundation ....a jfJ� ..e.. ..Q(��llt ........................... Exierior �8 a4...?�j.. ! � ��........................................Roofing .11f? � Q.� .................. Floors .. ��.n.? .....(/�r.. .l .�Q.!� .........interior .... f o�. .................. Heating ........:.............:...........:..:.......:.:.....:Plumbing ................:....... (( ...................................................... Fireplace ........1 ....................:....:......................................Approximate Cost ............ixlT�DD................. .. Definitive Plan Approved by Planning Board ________________________________19________. Area /../...G ..................... Diagram of Lot and Building with Dimensions Fee ...... .f.............................. SUBJECT TO APPROVAL OF BOARD OF HEALTH dt I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction.co , Name .. ...::. . .. . !................ Twitchell, Thomas 18454 add to single No ................. Permit for .................................... family-dwelling ................................................................................ Main Street & Shell Lane Location ................................................................ Cotuit ............. ................................................................. Owner ........... Thomas Twitchell....................................................... Type of Construction ........flame ................................ ..................................................................... ........... Plot .............................. Lot .......... .................... Permit Gianted. .........Jqiie...t4...............19 76 ';Date of Inspection ........ 04 Date Completed ................19 PERMIT REFUSED .................................................................. 19 ............................. .................................................. > . ...................... ................................................. ............................................................................... Ap'proved . .............................................. 19 11 .................................................................. • ............ ................ ........................................................... t --. �y- �� Assessor's ap and lot number/'!� r. .... ...< �'f C Sewage Permit number ....... t .�CadO yofTHET,�� TOWN OF BARNSTABLE a Z EAEBSTeELE, i NAM a''. r BUILDING INSPECTOR 'F�MPY ci s �Ut G-%� /�" APPLICATION FOR PERMIT TO ............................................................................................................................. WJ o 0 fiiQ1}m F.. TYPEOF CONSTRUCTION ....................................................................................:..................f.�.......................... c, C ................... � .. /� ..... .19...�. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a/ permit according to the following information: Location ............. ... /L 11.. .`..... / /.....��c. �. ............. .................................................................... ProposedUse .. ................................................................................................................................................................ Zoning District .V' .............................................................Fire District CO T Ei//�` Name of Owner f'Y1 ?,. :%P)�/ 7,°��..........Address �.a.�......�7.5 fi,�/ /•r�.. �.. �f�S�S�/T;• � Name of Bu der .... .�, . 4J .................Address A24-. ,,.....��f�/P�� � G/ T ,(.;„�,•/i�' " 1 . r �• s, . Name of Architect ............,..:................::'��,�,����!`.............::....Address ..................:........:�:.................................................... Number of Rooms =� .................Foundation :.�:. .... n �� Exterior ............... ..Roofing, �. . Floorsx /(! ........... ....../,,�-- ,4/_J0 .........Interior ........................................ '.��/�`' �� .. ... .............................. Plumbing ...... Heating v {. Fireplace ........:'l.% :................................................................Approximate Cost , . '_'J ................ ............................,..................... Definitive Plan Approved by Planning Board ________________________________19________. AreaL/.., ..................... Diagram of Lot and Building with Dimensions Fee !� R F € SUBJECT TO APPROVAL OF BOARD OF HEALTH �7 1 i I hereby agree to`conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Jli f l /% ( ............................... ✓r Twitchell, Thomas A=34-5 - 18454 add to single ti No ................. Permit for .................................... family dwelling R , ................`Main Street & 3h�i-Lane . Location ..................................................... t Cotuit ............................................................................... Owner Thomas Twitchell ................................................................. Type of Construction frame ................................ ................................................................................ Plot ......................... .. Lot ................................ June 14 76 Permit Granted .........................19 t Date of Inspection ........•...........................19 Date Comp ette . .......... ......................19 ERMIT REFUSED ........................... ................................ 19 ..............1 .. ... ......................................... ....... .. ................................. Approved ................................................ 19 _ ................................ 1......................................... t • 4 GENERAL NOTES: 1, RECORD OWNERS: GARY & PAULA GOWDY 0� 1131 MAIN STREET r�} COTUIT, MASSACHUSETTS DEED 10220, PAGE 148 bl�� PLAN BK, 154, PAGE 147 2, PROPERTY IS SHOWN AS LOT 5 ON ASSESSIRS MAP 34. c 3, PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY 24' EXISTING GRADE, INC. IN SEPTEMBER OF 2007 AND COMPILED FROM PLANS ON RECORD AT THE BARNSTABLE COUNTY, REGISTRY OF DEEDS, 4, ORIGIN OF BEARINGS AND PROPERTY LINES ARE BASED ON PLANS `V a // RECORDED IN PLAN BOOKS 154, PAGE 147 AND 169 PAGE 63, n/ / T S�1,9p MAP 34 LOT 5 92' , 5, SITE LIES WITHIN THE X FLOOD ZONE PER THE BARNSTABLE .GIS DATA � 3 15,445 SQ.FT. �3p e 3 BASE, � 0.35 AC. o�' �� 6. DIMENSI❑NS SHOWN ARE FROM OUTSIDE FACE OF � Q) 21.2' WALL TO POINT CLOSEST TO LOT LINE DIMENSIONED TO, 20.4' 7, ALL SETBACK DIMENSIONS ARE PERPENDICULAR TO PROPERTY LINES, "J EX R ep�j S6 ryh o DECK 1 �p� 8, ALL BUILDING DIMENSIONS SHOWN ARE ❑UTSIDE FACE OF WALL. N69, 89 NEW , ° CeDN FNo �ry JJ 9, SITE IS LOCATED WITHIN THE RF AND RESOURCE PROTECTION ZONES• PER THE BARNSTABLE, GIS DATA BASE, 4q 3 3 EX N/F rn� HSE d MAP 34 LOT 3 DAVIES ALAN N6 9 3>> ko ` 2i qN OF Atq E° I CERTIFY THAT THIS PLA TION ASBUILT ckci AS THEY EXI 12 N/F GLESS MAP 34 LOT 4 ' L�\ CHRISTIAN KIM ► DWIN H, GLESS SS & M A R Y ��No suRVE'�° EHG 1320 _ -PTROJECT NO. EXISTING GRADE INCORPORATED SCALE CLIENT FOUNDATION AS BUILT PLAN 1320 Civil Engineers and Land Surveyors 1„ _ 30, I ARCHITECTURAL INVOVATIONS FOR DATE: 04 12 08 EG -- P.O. BOX 682 0 5 10 15 30 COTUIT,MA 1131 MAIN STREET SHEET NO. SANDWICH, MA - 02563 `' PO BOX 2056 COTUIT,MA 1 OF 1 (508) 833-7303 (508)833-7305 (FAX) # DATE REVISIONS GENERAL NOTES: 1. RECORD OWNERS, GARY & PAULA GOWDY 1131 MAIN STREET C❑TUIT, MASSACHUSETTS DEED 10220, PAGE 148 PLAN BK, 154, PAGE 147 O 24 2, PROPERTY IS SHOWN AS LOT 5 ON ASSESSIRS MAP 34. 3. PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY CepN S EXISTING GRADE, INC, IN SEPTEMBER OF 2007 AND COMPILED FROM a PLANS ON RECORD AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. �A,NE MAP 34 LOT 5 S� , � 3 , 4. ORIGIN OF BEARINGS AND PROPERTY LINES ARE BASED ON PLANS 0 15,445 SQ.FT. 1 30,e RECORDED IN PLAN BOOKS 154, PAGE 147 AND 169 PAGE 63, co 0.35 AC. 90 9 SCREEN 2 5, SITE LIES WITHIN THE X FLOOD ZONE PER THE BARNSTABLE GIS DATA 71 PORCH BASE, 40 107.7' 72 ry' 20.4' 6, DIMENSI❑NS SHOWN ARE FROM ❑UTSIDE FACE OF C/) C L P�� WALL TO P❑INT CLOSEST TO LOT LINE DIMENSI❑NED TO, 9 0 ^ry �/ ' 7, ALL SETBACK DIMENSI❑NS ARE PERPENDICULAR TO PROPERTY LINES. c' 4 Cep PROP. k m ro M 0 �' — N ��' ADDITIOPI / i i J g, ALL BUILDING DIMENSI❑NS SHOWN ARE OUTSIDE FACE OF WALL, PROP. T 32 EX N/F DECK HSE \ ' 32.5' �� 9, SITE IS LOCATED WITHIN THE RF AND RESOURCE PROTECTION MAP 34 LOT 3 Y \/ DAMES ALAN �,,,., ` � � � /, ZONES PER THE BARNSTABLE GIS DATA BASE, \/ lag 3>, 17.3' N/F ) MAP 34 LOT 4 CHRISTIAN KIM & MARY r �N OF*& ' F EDWIN c's H.c. N EHG 1320 PROJECT NO. EXISTING GRADE INCORPORATED t,t3.39045� SCALE CLIENT BUILDING PERMIT PLAN 1320 Civil Engineers and Land Surveyors �E ?� 1" = 30' ARCHITECTURAL INVOVATIONS FOR DATE: 09 12 07 P.O. BOX 682 4 0 5 10 is 30 COTUIT,MA 1131 MAIN STREET SHEET NO. SANDWICH, MA - 02563 (508) 833-7303 (508)833-7304 (FAX) # DATE REVISIONS PO BOX 2056 COTUIT,MA 1 OF 1