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0761 SHOOTFLYING HILL RD
' . . 9: .:- ,... ._ � - . _,..� , „ .� �. �.. x •�. .. '� e „�� ° y - c r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Appli on# Health Division Conservation Division ` Permit# Tax Collector Date Issued a �� ,r Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 0 Historic-OKH Preservation/Hyannis Project Street Address Ad Village / J 'Owner, � Addres La !e,/ e,c ff, Telephone - S 4 6� Permit Request ` 4i Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay ,,_-Rroject-:Valuatio Construction Type Lot Size Grandfathered: ❑Yes Cl No If yes, attach supporting_documentation. CC- =` Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) !€ r" Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: O'Yes :7L]No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Cn {_� Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil - ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No. Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name�' �� !� /1 Telep neoh Number_- Address License# Ce x1 G e , ILe j A o-7-1a c7� Home Improvement Contractor# Worker's Compensation# ALSTRUCT-ION-DEBRIS RESULTiNG'FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR � ATE�'"� `GCS FOR OFFICIAL USE ONLY 7 , 3 PERMIT NO. DATE ISSUED MAP/PARCEL NO. i ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME r y INSULATION E FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL Y GAS: ROUGH FINAL I FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r. z The Commonwealth of Massachusetts Department of Industrial Accidents _ Office of Investigations d 600 Washington Street Boston, MA 02111 yJ v 4 www.mass.gov/dia Workers' Compensation Insurance davit: Builders/Contractors/Electricians/Plumbers �.Applicant Information Please Print Legibly Naive(Business/Organization/Individual): Addy s`: Cif ty/Stat zip. ff�f'���1 �P ?A— Phonet Are you an employer?Check the appropriate box: Type of project(required):, 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction.. employees (full and/or part;time).* have hired the sub-contractors 2.❑ I am a sole proprietor or listed on the the. sheet. 7. ❑Remodeling partner- shipand have no 'employees These sub-contractors have 8. ❑Demolition k d h employees and workers'working forme in any capacity. 9. ❑Building addition , [No workers'comp.insurance comp.insurance.$ require 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions q. —- t 3 e I-am a homeowner doing all work officers have exercised their I LE]Plumbing repairs or additions right of exemption per MGL myself [No.workers�comp. 12.❑Roof repairs • t; c. 152, §1(4),and we have no �u ce;required.] w 13.❑ Other employees. [No workers' comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.thepolicy and job site information. Insurance Company Name: Policy#or Self-ins,Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c ify under he pains a d penalties of perjury that the information provided above is true and correct. Si atuie Date:'`• '' _ -- . Phone#: Official use only. Do not write in this area, to be completed by city or town official .City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions A4" Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the TPceiver oLtntsee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house ' or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an"employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced;acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until-acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contiactor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit.or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom �- of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding.the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant thatmust submit multiple permit/license applications in any given year;need--only submit-one.affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all-locations in (city or A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions,, please do not hesitate to give us a call. The Department's address,telephone-and fax number; The Commonwealth of Massachusetts Department of lndustrlal Accidents Office of Investigatim 600 Washington' Street Boston;.MA 021 l l Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 11-22-06 Fax##617-727-7749 www.mass.gov/dia N87-25'30"W 115.80' I � I :c I LOT 6 12,667t S. ,. EXISTING 3 BEDROOM HOUSE icy FIRST FLOOR Z` EL=101.66 o O I Q o�4d n. 44.4' Im — U PAVED DRIVE WAY o Z a O HN I Of 10 E _ 122.57' N I o.3510 co SITE PL Regulatory Services Thomas F.Geller,Director. )Oss $ 26g9, Building Division pry° ' Tom.Perry,Building Commissioner .200 Main Street, Hyarmis,MA 02601 www.towAbRrnstablem:L.us fice; Fax 508-190-6230 508-862-4035 • Permit no. - Date • AFFIDAVIT HOME IMyROYENIENT CONTRACTOR LAW -SUPPLEMENT TO PERMIT APPLICATION lyIGL c, 1e12Arequires thatthe"reconstruction,alterations,renovation,repair,modernization, conversion, . improvement removal, demolition,or construction of an additiov to any pre-existing owner-occupied - building containing at least one but not more than four dwelling units.or to structures which'are adj aceat to such residence or betiding be done by registered contractors,with Certa' exceptions,along with other 1 requirements. yp e o Estimated Cost T f Work. G /1)6- Address of Work;. . Q•�er's Name: . • • Date of App lication; I hereby certify that Reg stratign is aot required for.the following reason(s); []Wo-rk excluded by law Job Under$1,000 QBufiding not owner-occupied Owner pulling owa__ pe�ut-----� Notice is bereby given that: OWNEgS pUL13NG THEIR OWN PERMI OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT CORK D O NOT HAYS ACCESS TO THE ARBTI'RATIONPROGRAM OR GUARANTYECTCCD UNDERIYIGL c,1�2A, SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner; Contractor Sigratae RegistrationNo, Date Date ��Qw er;6 Sigaa. 0 Q;yrpfiles.farms:h°meafndxv • Roy-, 06060b f rr �OFIHE r Town of Barnstable Regulatory Services. BARNSTABLE Thomas F.Geiler,Director MASS. 1639• ,� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB_LOCA nu her street village �;!HOMEOWNEI2'�� name home phone# work phone# CURRENT MAILING ADDRESS city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and r irement . ' - 1 tSignature omeownew .r= Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. . HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner.shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Miip 2— Parcel ((� Y Permit# F,1�R -4 1 Health Division U/�J � AZ �5 Date I d ( 4 ' IL - 0 _ Conservation Division �` Fee 1�► Tax Collector 11 Application Fee Treasurer Planning Dept. Checked in By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis Project Street Address 1I t o r -11 Ad/ Village C co4 ev v i I I e Owner I "I M ® -5 U 1) 1yayl Address '�6 f St;cd r /yi"4 N'A Telephone 6 0- 361 , 6/21 Permit Request f e(tlr i i caw V1 Q 4� Screev) oow► I ems% 4f4 c( ICtce r� ►e4 View lJec/� a4c� P�clasP %� Cvr�h yew ►�x �4 fain gwm.. A o LJJ G, vx8 /4" -ON W,41 s�a�rS Square feet: 1 st floor: existing 1 Z0 proposed 2nd floor: existing proposed A Total new 8 Valuation rag,S 6o Zoning District Flood Plain Groundwater'D erlay Construction Type Gla5S Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting docume ation. y Dwelling Type: Single Family �K. Two Family ❑ Multi-Family(#units) Age of Existing Structure rs Historic House: 0 Yes, )(No)(No On Old King's Highway 0-Yes No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other i 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:0 existing ❑new size . - Pool: ❑existing ❑new size Barn:0 existin ❑nev�size._T Attached garage:❑existing ❑new size Shed: 0 existing ❑new size Other: x " Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ ` Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use - r� BUILDER INFORMATION Name C lit LM Pioo w iv)kw wO N )telephone Number S68 -S SO- jl Iq Address '7 5- S 4o, L License# 7 of g 9 A yo� M✓A 0 a 3 aa. Home Improvement Contractor# 0,7179 7179 Worker's Compensation# in/VA 0;L 0 5 9,y of ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJJECT WILL BETAKEN TO 30 vcf� I �,As�er CJ Z 7w S�oc kwe l l Dr I ve- A voo _MA SIGNATURE DATE 0;2 "�J FOR OFFICIAL USE ONLY a, • PERMIT NO. I - DATE ISSUED MAP/PARCEL NO. i . I ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE 4 ELECTRICAL: ROUGH FINAL " PLUMBING: ROUGH FINAL, GAS: ROUGH // FINAL FINAL BUILDING d hG�I DATE CLOSED OUT ASSOCIATION PLAN NO. r , E Town of Barnstable Regulatory Services Thomas F.Geiler,Director 9 A to r '�`e Building Division Ep 1� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c.142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more 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. o rd k: c l� ���► I�0 0"1 Estimated C � I ✓��U Type.of Work L/ Address of Work: c 16 s� o l l Owner's Name: m J ' `t V7 i Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑lob Under$1,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH.UNREGISTERED CONTRACTORS FOR APPLICABLE HOME DUROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF P I hereby apply for a permit as the agent of the owner: Date Contractor N Registration No. OR Date Owner's Name QSb ms:homeaffidav '� �.�, � BO'�'RQ�O��BU,�LDIN��RECS�U�AtTIO - ��VI�G✓Qd� /(J/ •J// * l:�cense G,®NS�I6RUCI`OGN SUPERVIS®Ft Z 1�1/06 19 1 Z 7 ` Bhd��e wra�i r� 1 'Y x�ires'i11/©6/�`Q05 Tr PW, 79P9& j Restricted. �40 DWAYNE CRA DGGOO / 3 COUNTRY CLUB WAY L•�»+ NORTQM, .MA Q2,766 Admmistr:,'afor H , Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Rggistratior:._127179 Explr�tion i9/1„5/2006 i Type ,;Ltd Liability Corporation CHAMPION WINpOW&`PATIQ R WHO ` 75 STOCKWELL DR i . AVON, MA 02322 Administrator ` m . r FACTORY DIRECT SINCE 1953 ;'4 = WINDOWS SIDING PATIO ROOMS 'AFFIDAVIT I/We hereby certify that I/We are the owner on record and have authorized the work described with this application and fw•ther authorize Champion window., Siding and Patio Roohis, aid its personnel, to act as;my.agents in matters l"VINYL REPLACEMENT concerning this project. I/We further certify'under the pains and penalties of - perjury that.all statements made herein are true and accurate. WINDOWS. J - PropertyOwne 's Sign*ature(s) ae co'.zoleo U STORM DOORS& Property.Owner) - - sName(s)(Print) WINDOWS Address of Property(/ Azf"�(_ iAll 4u. /� .042632— M PATIO&ENTRY DOORS - - - - - - uincy Ondy - * 6 VINYL SIDING AND TRIM - - - Exemption from Sewerage Rehabilitation Fund L - City Council order Number 36 of 1990 I hereby certify that the subject property'is a one, two or three /aInily and'1 will live PATIO ROOMS& here for at least one-year from date of completion of thus project. If the`fore oink is found not to be true, I hereby agree to pay the Sewer Rehabilitation Fee-:within thirty'(30) days of PORCH ENCLOSURES - - - receipt of a due notice'. I Signed: Date: i t i 75 STOCKWELL DRIVE ■ AVON, MA 02322 PH: 508-580-3119 ■ 877-946-3699 ■ FX: 508-580-6064 MEa er N87'25'30"W 115.80' I � I T LOT 6 EXISTING co 12,667t S.F. 3 BEDROOM HOUSE C) FIRST FLOOR EL=101.66 o I Q LE __ r O ds o s J 44.4' �/ v PAVED DRIVE WAY o cn O V 1003510 FwNS88'S5'10"E 122.57' - . Cco I S Q cO I � SITE PL e"4�� ENCLOSURES Table 3.3: GABLE BEAM OF DIMENSIONAL SAWN LUMBER Ridge Beam Span Panel Roof 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" Span Load PSF 5 5 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2- x10 2-2x12 10 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x12 15 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 20 2-2x8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x10 2-2x12 —25- -—2—2 X-8-. -2_�2 x-8__ 2_�T'T8 __2._2 X-1.0 -_2-.-2 910_ - 2-2 z-12- ....2.-2_z_1.2 .'2_-2 z._14 30 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x14 2-2x14 35 2-2x8 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x12 1 2-2x14 40 2-2 x 8 2-2 x 8 2-2x10 2-2x12 2-2x12 2-2x14 2-2x14 6' 5 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x12 10 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x12 15 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x10 2-2x12 20 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x10 2-2x12 2-2x12 25 2 -2x8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 1 2-2x14 2-2x14 30 2-2x8 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x14 1 2-2x14 35 2-2 x 8 2-2 x 8 2-2x10 2-2x12 2-2x12 2-2x14 40 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x14 2-2x14 7' 5 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x12 10 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x12 15 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x12 20 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x12 2-2x14 25 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x12 2-2x14 2-2x14 30 2-2 x 8 2-2 x 8 2-2x10 2-2x12 2-2x12 2-2x14 35 2-2x8 2-2x10 2-2x10 2-2x12 2-2x12 2-2x14 40 2-2x8 2-2x10 2-2x12 2-2x12 2-2x14 8' 5 2-2 x 8 2-2 x 8 2-2 x 8 2-2x8 2-2 x 8 1 2-2 x 8 2-2x12 2-2x12 10 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x12 2-2x12 15 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x10 2-2x12 2-2x14 20 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x12 2-2x14 2-2x14 25 2 -2 x 8 2-2x8 2-2x10 2-2x12 2-2x12 2-2x14 2-2x14 30 2-2 x 8 2-2x10 2-2x12 2-2x12 2-2x14 2-2x14 35 2-2x8 2-2x10 2-2x12 2-2x14 2-2x14 40 2-2x10 2-2x12 2-2x12 2-2x14 2-2x14 9' 5 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x12 2-2x12 10 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x12 15 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x12 2-2x14 20 2-2x8 2 -2 x 8 2-2x10 2-2x10 2-2x12 2-2x14 2-2x14 25 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x14 2-2x14 30 2-2x8 2-2x10 2-2x12 2-2x12 2-2x14 35 2-2x10 2-2x10 2-2x12 2-2x14 40 2-2x10 2-2x12 2-2x14 °�ba°ooca�°°os000e . 10' 5 2-2 x 8 2-2 x 8 2-2 x 8 2-778 2-2 x 8 2-2x10 2-2x10 2-2x12 Z01° 0 10 2-2 x 8 2-2 x 8 2-2x8 2-2 x 8 2-2x10 2 -2x10 2-2x12 2-2x12 15 2 -2x8 2-2x8 2-2x10 2-2x10 2-2x10 2-2x12 2-2x14 2-2x14 AONALD % 20 2-2 x 8 2-2 x 8 2-2x10 2-2x12 2-2x12- 2-2x14 2-2x14 a DAVIC g 25 2 -2 x 8 2-2x10 2-2x12 2-2x12 2-2x14 MEtSEL mom 30 2-2 x 8 2-2x10 2-2x12 2-2x14 2-2x14 ° C!1l1L e,3b®Op 35 2-2x10 2-2x12 2-2x14 40 1 2-2x12 1 2-2x14 Ambric Testing& Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, PA 19129 January 26, 1998 I e"Ozoa ENCLOSURES Table 3.3 cont'd: GABLE BEAM OF DIMENSIONAL SAWN LUMBER Maximum Ridge Beam Span for Standard Structural Lumber Sizes Panel Roof 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" Span Load PSF , 12' 5 2-2x8 2-2 x 8 2-2x8 2-2x8 2-2x8 I 2-2x8 2-2x8 2-2x8 10 2-2x8 2-2x8 2-2x8 2-2x8 2-2x8 2-2x8 2-2x8 2-2x8 _______ __ 1.5 2-2x8 2_2x8 2-2x8 -_ 222x8__ 2-22x8 _22-2x10. 2-2x10 _2-2x12 20 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 2-2x12 2-2x14 2-2x14 25 2-2x8 2-2x10 2-2x10 2-2x12 2-2x14 2-2x14 30 2-2x10 2-2x12 2-2x12 2-2x14 35 2-2x10 2-2x12 2-2x14 40 2-2x12 2-2x14 14' 5 2-2x8 2-2x8' 2-2x8 2-2x8 2-2 x 8 2-2x8 2-2x8 2-2x8 10 2-2x8 2-2x8 2-2 x 8 2-2 x 8 2-2x8 2-2x8 2-2x8 2-2x10 15 2-2x8 2-2x8 2-2x8 2-2x10 2-2x10 2-2x10 2-2x12 2-2x12 20 2-2 x 8 2-2x10 I 2-2x10 2-2x12 2-2x12 2-2x14 25 2-2x10 2-2x10 2-2x12 2-2x14 30 2-2x10 2-2x12 2-2x14 35 2-2x12 2-2x14 40 2-2x14 16, 5 2-2x8 2-2x8 2-2x8 2-2x8 2-2x8 2-2x8 2-2x8 2-2x8 10 2-2x8 2-2x8 2-2x8 2-2x8 2-2x10 2-2x10 2-2x10 2-2x10 15 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 2-2x12 2-2x14 2-2x14 20 2-2x8 2-2x10 2-2x12 2-2x12 2-2x14 25 2-2x10 2-2x12 2-2x14 30 2-2x12 2-2x14 35 2-2x14 40 45 50 Note: Engineered lumber may be used as an alternate to the Douglas-Fir No. 1 Appearance Grade dimensional sawn lumber, shown in table 2.3 0011-ltq�OF B��o ®AVID d o MEISEL o Q CIVIL o Ambric Testing & Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, PA 19129 January 26, 1998 l � ►� ►• _ fAt t 6 s ltaYtu Types Gass ltcetase Statuti R1.3tlil.liwiS ,'- GffecUve rExwr s ��" �Lzsl ul A�c u i rSN 1)IIl1 ,a t tafar 1 �'t t CtG: , 'Flf$1 atuiYNC r � r= �- tJt16fi1 1 40nrlI1LJ Ct_'ll9 t1A Y��'- r .l'f]rn an � t --CrtY rIC IIT Vh Na U 7GG- � 4; ; l c' AiltLcss;. _ 4l Pr $ K f09/J:l/zcQ5 ] Q Fy�r�nu (�Nii e xan' F `P _.CT' oz= .L.__ •5...._.w.�'"� :�L�...--k.2.3u�1g'yc'"�+�r.tom A�rutmt IyFr llaa Gwen lransacU /tmannt t UaU t44 "Jfft CS 7 4f3S ,µ 8976 ltbn F16 1d.Dr 31 rc197 q�t kasl UtIA(t oo Tay f1 a @9t.YFs' a}lrat t,tftE,yr+r Stret t 9 r.Vtifv R Cl ui� [+nv 'cUale Re'sltii.-tforu. Y S�aM# t ".' 9p �tt r0 rr:F F1 ka�l�in t T a r t�`!nU aura c1t b .r l{� Q tr *ta 1 tfs s3 Im z CXO `S M—MERINFORMATION�FORM�SSUNROOMS 1 assachusetts S oil ing Ct��e(780 CNIl22;A }/den z, ;.S hoe1��-13 A ME a�2kS 5%�Y' �3'..a3::.cisx3,s5,.,,€..di' ' The Massachusetts State Building Code (780 CAR) includes provisions to ensure that houses and house additions meet energy efficiency standards. This supplemental CONSUMER INFORMATION FORM is to be filed as part of the building permit application when a builder/contractor or homeowner, constructing/installing a house addition with very large percentage of glass to opaque wall, seeks to utilize a special energy conservation exemption option for "sunroom" additions to an existing house (780 qMR, Appendix J, Section J1.1.2.3.1). This FORM is not intended to prevent a homeowner from selecting a "sunroom".of any size, configuration, orientation, form of construction or percent glazing,but rather is.only intended to assist homeowners in becoming aware of.some of the important energy conservation and year- round comfort considerations involved in selecting and utilizing a"sunroom"addition.' The connection of "sunroom" structures to residential buildings may create comfort and energy consumption issues due to uncontrolled solar gain or uncontrolled radiation cooling of the main house. In the selection and construction/installation of"sunrooms", included below is a non-required, open-ended list of product and design considerations that a homeowner may wish to consider before actually constructing/installing a "sunroom". It is recommended that consumers carefully review these options with their designer, builder, or contractor, in order to minimize potential energy consumption and/or house discomfort issues. In addition, the qualifications and reputation of the company or individuals to be hired are important considerations. PRODUCT AND DESIGN CONSIDERATIONS RELATED TO"SUNROOMS" • Solar Orientation and Natural Shading • Type of Glazing • Insulating value • Solar heat gain • . Frame materials • Glazing to frame sealing and gasketing materials/seal durability and/or weather tightness of the sunroom • Adequate ventilation-Operable windows and fans • Applied Shading Systems • Insulation level in floors,walls,and ceilings • Possible Sunroom isolation from the main house via a wall and/or door or slider • Beating and Cooling Methods: Efficiency,Zoning and Controls Homeowner Acknowledgment The Massachusetts State Building Code, Section J1.1.2.3.1, requires that the actual property owner,,(not the owner's agent or representative)acknowledge receipt of this CONSUMER INFORMATION FORM prior to issuance of a Building Permit for a project that includes "sunroom" additions to an existing residential building. In accordance with this requirement, the undersigned hereby acknowledges that she/he has read the ' formati n in this docume concerning sunroom comfort and energy conservation. Signatur f Actual Building Owner Date J VIM lei, AA `Print Name - Address of Permi ed P oject _ 6l7-361--lam%2/ Owner.Address(if different than project location) Owner's telephone number r Customer: City: Job Number: Order Date: O'S.JLLIVAN , �� 143-AVON 4499 07/28/05 A WALLJZ4 �� y W W 0.625+4. (fill)+0.625+63.5+ 5.0625+63.5+6.5625 = 144" B WALL W W 6.5625+2.6563(fill)+ 0.625+ 71.5+ 5.0625+ 71.5+0.625+ . (fi11)+0.125+ +6.5625 = 168" C WALL W D 6.5625+63.5+ 5.0625+63.5+0.625+4+ 0.625 = 144" 4 5l L4 DE:C y [SCREvJS . J015T PECK J015T JOIST BAND LEDGER ( �� S I lL PLATE Post 3o�STs sel�- ° ° a 0 ° 00 ri _ o ° 0 0 ° 0 0 , Concrote ° 0 0 ° 00 0 0 0 a 0 0 0 0 0 0 0 3 �40u 77 L e�Grc r P.T. L Lf -------------- op y 5 i 4 •.,i r.S f �� i� 1� � � �� rw�i_t'Le } t 2.625" 0 08" 2.498" . 1.603' r. �-- 2.500- 7t o to W N 6.000" to elf r=1 N fp a a co .ae � tO b N N O � O O 6.442 ! � 1C t0 iC =p Q 1'�—�• r '-ILL 7 0.1" ' � to ALUMINUM o " � — Iro —=� 1.620 ALUMINUM COOV CaLMN(D ALUMINUM PANEL HAt MII(3A.e 0 ALUMINUM 1-5ECnC ?CG'F GEAM 3 ALUMINUM�iA�`'N 3.930' SILL 3.07" ' 2.00" o r 1.222 1.687A • �, � 1.623 �. a! r-- .08' 0.220 lU ar 1� 0.080 0 0.095 = °; 4.29a m SA5�1IN it J1 N 0.at4 '^ In O 1 _��• O.200 J 0.080 ^ • r.ia5 ALUMINUM CEN1E�MULLION `r�/ XUM_INUM I'GGF PANEL PAXIA -/ ALUMINUM XAPING WALL I VVE° `o-) ALUMINUM�f Am rcp n s.co' - INTEIOCC IN °f IZ 6.00co N ! A, �� ia; .mil j I I f 3.64" 3,64' 0.52"' DMAtD ' l DGGR/ WINVGW P°AME�lJJ VINH'!CfL--WIN VGW FAME �7� DAVID i VINYL Vocy tM�C'I(.'WA `� VENtINtE,LGCC r,aG 11E INtE�GCK �U ME RL ? 3"07,,4 �Q M ' ROOM w" 14)EAM FX y FM&5' AN AW C'.C.7XMWN OF:1'.YiPS. IAICFT"aCE�°AM 1y y t 10XI!T'SMS y y/4"OR b"Rv0'9 fA01:19=.'t 5 FOR :A�OOVb.�iA5GM5 h�9 X °AOWAO.3 SPANS FCC 5 f0 fMJ1.E 5 SifEf; VALSMAY 3e wSV°ROV'W a - FA5CA PER 1 24"C/C feB PPI�t.FCR SILLS If I Illy If MA"WALL MIL-M _ �/ /, y LIVAf'✓\s AZ ACbfR:D'0. L// ; EX15fm// JS;WVYY PM$22YYJ` y5 y 5mexi.�O ✓/ DE5atoFOR40PTr Ir1�CN1A1.LOW MV OA5e%Clla VAfA.4WDOW fVAM.DOOR VNtl.DOOR VIM NMDOW -�3.8LL^JPER6 i� _WNOOW VII'm of 1' II VNILWllG MAXIMUTA)i]AL LOW CGVE W. { IIVIf I UNf Lw i r-_!e i0 r.g_:5 FOR ' I I / Ov W PAlka CA°Al1f! f 4. N*Z--� .5PsCM AW a10 SMS a b"c/c 4°IO z y/9 r I 14 �5� ' tt\VXAC:.,!oW.-/N.,09 a q r -� r� Yin 5A1CCLW"L'I 2Ca5F)GAZN1r l PIAIe/mw' 1 1515 , IO�I/T'SMS a 4"d c CEME¢CGCI De WALL i 5 31 `/ QIE Ml I IG b lNM 5 Af C0.UMW IPfO X.l'Y HO'�.lZ lvw LOW .. (NGN-A)UL I 11 ' 0 ='"f"'' e 6-WALL t0 FOOF CONNECTION 5tf& J 8'MAX �8'MAX —4—B'MaX —�'--B'MAX , y)N 9Q V Ff.R 40 PY 8 MAX -B MAX — B WX 11-10 z V 41•5M5 M9°MEL to(6 Tr&)AA 5 FA CIA PE)t; COLUMN SPACING COLUMN SPACNG CaL N 5'ACN6 CA.I.MN 5'?CV(. rJp„�y AW me COLLWN 9141N4 CCLi IN"5P.KM CaLMAl.SP!CM I=10 X V 4"SM5 di-DEPM f80 20 1`5 MAX ROOM WVfH OETMMMO CY ALLOWAAk PMEI.SF" WLY WN AX11:<ClovM-00 HOMO VAL LOW(2 fOPL) 3"C7'AMLC A:'s5 2=10X 5/4"5M541.BEAM a 40 F4 YOOZOWX LOW(4 fOfA.) PA110 ENaO%k�PROW ELEVAnON PA110 ENa051JE FPONf ELeVMON Poe 5MULIM5 AWCPIOPS a 4"SPK.AG hf!W GF / / E ttuG iRr PAW COVER COMa UW,Xa / FCR ti/•:F FRNAEi 5°L:Y' 5 1YA.:of'/X'G 5fR1JCfIP.E fo AN` LY WN.L J 1 I 1 i�WSNCY_&JG f.a PAW MIX 5ia;::1x: 'e fIM7 OU!,RfA05f \`EE 4E'AL A=OR C0'�fUX7N ROOF Wa E AM ; ,. 5(�f?.XISfIty:fW8�xFZ4&9 OP-17a a Wa 5Y5r:.N fO (Mfec,o SXISfmVVALL II PceRDCc'MAYI5Z-i: I I FOR Affiv^iMLWfO 5 "W'Ib AWOW) - - AC Z'te 5EC'O.v Z 9ttf 5/Z A•WAL:. CAME. 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ENCLOSURES Table 3.3: GABLE BEAM OF DIMENSIONAL SAWN LUMBER Ridge Beam Span ' Panel Roof 10$-0" 12'-0" 14'-0" 163-0" 18'-0" 20'-0" 22'-0" 24'-0" Span Load PSF 5' 5 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x8 2-2 x 8 2-2 x10 2-2x12 10 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x12 15 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 20 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x10 2-2x12 -_.25:------2-_2-X-8� ,.2-.2-X-8---2=2'x 8--2=2 x 10- .-2-2 z:10,_-2=2 x 12 '"2--2 z-'f2 '-2=2 z 14.; 30 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x14 2-2x14 35 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 I 2-2x12 2-2x14 40 2-2 x 8 2-2x8 2-2x10 2-2x12 2-2x12 2-2x14 2-2x14 6' 5 2-2 x 8 2-2 x 8 2-2x8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x12 10 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x12 15 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x10 2-2x12 20 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x10 I 2-2x12 2-2x12 25 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x14 2-2x14 30 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x14 2-2x14 35 2-2 x 8 2-2 x 8 2-2x10 2-2x12 2-2x12 2-2x14 40 1 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x14 2-2x14 7' S 1 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x12 10 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x12 15 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x12 20 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x12 2-2x14 25 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x12 2-2x14 2-2x14 30 2-2 x 8 2-2 x 8 2-2x10 2-2x12 2-2x12 2-2x14 35 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x12 2-2x14 40 2-2 x 8 2-2x10 2-2x12 2-2x12 2-2x14 8' 5 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x12 2-2x12 10 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x12 2-2x12 15 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x10 2-2x12 2-2x14 20 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x12 2-2x14 2-2x14 25 2-2 x 8 2-2 x 8 2-2x10 2-2x12 2-2x12 2-2x14 2-2x14 30 2-2 x 8 2-2x10 2-2x12 2-2x12 2-2x14 2-2x14 35 2-2 x 8 2-2x10 2-2x12 2-2x14 2-2x14 40 2-2x10 2-2x12 2-2x12 2-2x14 2-2x14 9' 5 72x8 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x12 2-2x12 10 1 2-2 x 8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x12 15 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x12 2-2x14 20 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x14 2-2x14 25 2-2 x 8 2-2x10 2-2x10 2-2x12 2-2x14 2-2x14 30 2-2 x 8 2-2x10 2-2x12 2-2x12 2-2x14 35 2-2x10 2-2x10 2-2x12 2-2x14 40 2-2x10 2-2x12 2-2x14 ��aaeB . 10' 5 2-2 x 8 2-2x8 2-2 x 8 2-2 x 8 2-2 x 8 2-2x10 2-2x10 2-2x12 10 2 -2 x 8 2-2 x 8 2-2x8 2-2 x 8 2 -2x10 2 -2x10 2-2x12 2-2x12 -`,�� °° °°° "� °� 15 2 -2 x 8 2 -2 x 8 2-2x10 2-2x10 2-2x10 2-2x12 2-2x14 2-2x14 ��A� °o �'0 20 2-2 x 8 2-2 x 8 2-2x10 2-2x12 2-2x12 2-2x14 2-2x14 ®AVID mdae 25 2-2 x 8 2-2x10 2-2x12 2-2x12 2-2x14 MEISEL 30 2-2 x 8 2-2x10 2-2x12 2-2x14 2-2x14 CIVIL, $ tee° �43e,36®9Y� 35 2-2x10 2-2x12 2-2x14 ;�®°•.�'6�� �, 40 2-2x12 1 2-2x14 Ambric Testing& Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, PA 19129 January 26, 1998 f • e"4W ENCLOSURES Table 3.3 cont'd: GABLE BEAM OF DIMENSIONAL SAWN LUMBER Maximum Ridge Beam Span for Standard Structural Lumber Sizes Panel Roof 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" Span Load PSF , 12' 5 2-2x8 2-2x8 2-2x8 2-2x8 2-2x8 2-2x8 2-2x8 2-2x8 10 2-2x8 2-2x8 2-2x8 2-2x8 2-2x8 2-2x8 2-2x8 2-2x8 15_ _ 2-2x8 ._2.-2_x8 2-2x8 _2-.2x8_ 2-2x8 2-2x1.0 _2,2.x10 2--2-x-42 20 2-2x8 2-2-x8 2-2x10 2-2x10 2-2x12 2-2x12 2-2x14 2-2x14 25 2-2x8 2-2x10 2-2x10 2-2x12 2-2x14 2-2x14 30 2-2x10 2-2x12 2-2x12 2-2x14 35 2-2x10 2-2x12 2-2x14 40 2-2x12 2-2x14 14' 5 2-2x8 2-2x8' 2-2x8 2-2x8 2-2 x 8 2-2x8 2-2x8 2-2x8 10 2-2x8 2-2x8 2-2x8 2-2x8 2-2 x 8 2-2x8 2-2x8 2-2x10 15 2-2x8 2-2x8 2-2x8 2-2x10 2-2x10 2-2x10 2-2x12 2-2x12 20 2-2x8 2-2x10 I 2-2x10 2-2x12 2-2x12 2-2x14 25 2-2x10 2-2x10 2-2x12 2-2x14 30 2-2x10 2-2x12 2-2x14 35 2-2x12 2-2x14 40 2-2x14 16' 5 2-2x8 2-2x8 2-2x8 2-2 x 8 2-2x8 2-2x8 2-2x8 2-2x8 10 2-2x8 2-2x8 2-2x8 2-2x8 2-2x10 2-2x10 2-2x10 2-2x10 15 2-2x8 2-2x8 2-2x10 2-2x10 2-2x12 2-2x12 2-2x14 2-2x14 20 2-2x8 2-2x10 2-2x12 2-2x12 2-2x14 25 2-2x10 2-2x12 2-2x14 30 2-2x12 2-2x14 35 2-2x14 40 45 50 Note: Engineered lumber may be used as an alternate to the Douglas-Fir No. 1 Appearance Grade dimensional sawn lumber, shown in table 2.3 'qOF ° !�°IT � `° DONSMEISEL o CIVIL o °6 a zF e �0 ° els1 Ambric Testing& Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, PA 19129 January 26, 1998