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HomeMy WebLinkAbout0692 CRAIGVILLE BEACH ROAD i ; . u�. A. � . ,. ,. �, �. .. y �.- .. � , ,y q }: ._ 4 � '�4� ._ �. �, y �� .. �. bpgi ' - � � C ii D .. d y ' � c ., _ O �} ,. k 'K _ - :1 c .. ._,..i �oFIKE a of Barnstable .Permit# Z0150,11gq TRESS Expires 6 m' date egulatory Services Fee BARNSrABLE, MAY 12 2015 9�a 1639. Richard V.Scali,Director WN OF B ARN STAB wilding Division Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6236 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY ' Not Valid without Red X-Press Imprint nn Map/parcel Number �D 12.E Property Address �2 s ~'t. &'Gt K4 r' .N X 0 G2 v ❑ Residential Value of Work,$ fff `849 n0/ Minimum fee of$35.00 for work under$6000.00 Owners.Name-&-Address_ �`�hlt°/�� _�Y-C ,, d Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Email: Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: _❑ ham,a sole proprietor V-1-am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Re�qu (check box) l Re-roof(hurricane nailed)(stripping old shingles) AII'construction-debris will be taken to I �. �(?S ❑Re-roof(hurricane nailed)(not stripping. Going over'. existing layers of roof) ❑ Re-side .?jZ ❑ Replacement Windows/doors/sliders.U-Value (maximum 45)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. 'Note: Property Owner must sign Property Owner Letter of Permission. A copy of the ilome Improvement Contractors License&Construction Supervisors License is required. SIGNATURE �Lz Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 061313 -= The Coatmoniveallh ofMassachusetty. iZ Departinewt oflrndustrial Accidents x! Office o,f I nivstigat ons 600 Washington street . Boston,31A 02111 ruav v mass gov/dia urkers' Compensation Insurance Affidavit $n dersiContz-ac- _ rs Fie ti nsfPtumbers Applicant laformation. Please Priest Legibly �Na1ne u�es;ClrganizaaonlFndi��idnal).- c /�(S C-�CftylState�Zip_� 2�1 ail r I e Al.4 a G 2- Pl one 6 ire you an employer?Check the appropriate:box- 'ripe of project(required): 1_❑ I are:a em io - 4- ❑ l am a general contractor and I p yer urith - 6_ ❑New canstructiotr. enrployeez(full andzor part-time}_* Have hired the sub-contractors 2.❑ I am a sole proprietor orpartner- listed on the attached sheet. 7- ❑Remodeling These sib-contractors have _ slop and have no employees 9_ ❑Demolition for in any working y c employees and have workers' , capacity. I 9_ ❑Building addition. [No w dress'comp.insurance comp_insurance Ve,quired-] 5. ❑ tie are a corporation reel ifs 10_❑Electrica<repairs or additions = m a-hGmeov�ner doing all work officers.have exercised their 11_❑Plumbing repairs or additions m5 ' rself o workers'c�P- 1 fight of exemption perNIGL � � �.:❑Roofrepaixs . insurance required.]^ c. 152,§1(4),andwe Have no, employees_[No workers' 13_❑Other comp.insurance required-] piny app&-ani fihat cbe cks boy:-1 nmst also fill ors the section below showing their workers'campensaiion policy inforuzdon_ I Eomemskmers who�rbmit this:affid-wit iaLcating they are doing all wcA and then Lire outside contractors nmst submit a new affidavit indicating such . =G'ontracwrs that cheek this'box must attached an additional sheet showing then of the m -cont actors and state whether or not those entities have employees. If the stab-:ortmaors have e>x9ToSez5.,tiny mustprouide their workers'camp.policy a-umber. I am art employer that is providing, workers'cong7m- sation insurance for wrty enipioyees. Bedew it thepadtcy ruzd1ab:site, inforuradan. Insurance Company'vFame: Policy T or Self-ins.Lic- : Ex iration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(shone the policy number and expiration date). Failure to secure coverage.as required under Section 25A o€&fGL c 152 can lead to the imposition ofcriminal penalties of a fine up to S1,500.00 and`or one-year imprisonment,as well as civil penalties M_ 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 forvz*arded to the Office of Izrvestigations.of the DLL for insurance coverage.veerification. I do hereby cerhfjr rode fir palms and matt es of per,ii.t)�tliat the it forrrzatiarr pros id�e�d ai_b�ni,eis tare.anal carnet LEflatltre:- ' Dgte: ^'!-`��- S J�-..• r� Official use only. Do not write in this area,to be completed by city or toivn of cia£ City or Tovi : P'ermitlLicense 4 Issuing.Anthor-ty(circle one):. 1.Board of Health s.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone 9: P�°FiHe r�� ----------------- * f * saxxsrnaLE, MASS. Town of Barnstable prFo roa'�a Regulatory Services Richard V.Scali,Director Building Division r Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 1 �' www.town.barnstable.ma.us. Office: 508-862-4038 Fax: 508-790-6230 Property O'/ner Must r Complete and Sign This Section If Using�A, Builder I, / , as Owner of the subject property hereby authorize / to act on my behalf, .f r in all matters relative to work authorized by this building permit application for: (Address of Job) !r II Signature of Owner/ Date Print Name If Propert�Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. t/ QAWPFILES\FORMS\building permit forms EXPRESS.doc Revised 061313 Town of Barnstable Regulatory Services oVVNE rosy Richard V.Scali,Director ?4 � Building Division * * * BARNSTABLE, Tom Perry,Building Commissioner 9 MASS. g i6;9• 200 Main Street Hyannis,MA 02601 prFD �a www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION / Please Print DATE c� I // JOB LOCATION; number _ street _ _village 3 "HOMEONVVNE ':—=1�'// 4''��e_ /�/�5 �lX✓a .��% �� � D) 7��� 9 _name home phone# _ ) work phone# CURRENT MAILING ADDRESS: (� .1�(/� � l / ;t 04iC( 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 an requ' ements and that he/she will comply with said procedures and requirements. rSignature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section (Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules &Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities, many, communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit fonns\EXPRESS.doe Revised 061313 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$H0.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1"FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) DATE: I Fill in please: APPLICANT'S YOUR NAME/S: BU NE`lSS YOUR HOME ADDRESS: r '. lfli lT. r��l .�t��° �'iiFgqlwi B�i I� �7�-•.�O . �-6,.17'f -f/III. i�/� ��LA ri Gf rnd' fla�iri� r do ^ TELEPHONE # Home Telephone Number NAME OF CORPORATION: M NAME OF NEW BUSINESS TYPE OF BUSINESS n IS THIS A HOME OCCUPATION? YES NO ADDRESS OF BUSINESS r`a:i �' t' AA MAP/PARCEL NUMBER -,� (Assess.ing)- When starting a new-business there are several things you must do in order to be•in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you:may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 'I. BUILDING CO ISSIO ER'S Or_r=lCE � T COMPLY WITH HOME OCCUPATION This individ `al h ee or e an per It requirements that pertain to this type of busfQ�S--. JMA RULES AND REGULATIONS. FAILURE TO Auth ri igoat ** COMPLY,MAY RESULT IN FINES, OMMENT I {. r n 2 BOARD OF O 9 H ALTH This individual has bee for ed of the permit requirements that pertain to this type of business. MUST COMPLY WITH ALL a . HAZARDOUS MATERIALS REGULATIM Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS LICENSING AUTHORITY This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS; it Town of Barnstable T Regulatory Services '►% Richard V. Scali,Director inxxsrns[,�, ; Building Division M" Tom Perry,Building Commissioner 9 1639. 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax�508 790-6230 Approved: Fee: ,as` Permit#: cv;2o 1 HOME OCCUPATION REGISTRATION Date: -�-�` l - `/;-� — . •. —�_._. - -- ------___.r_._T.__—___ __ Name;� �/e /7�(�CS Phone#• Address: A Village: Ile- Name of Business: Type of Business: 46L19AMapUt: 2� INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of'Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling. there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No.ttaffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign,shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have read and agree with the bove restrictions for my home occupation I am registering. Applicant: Date: Sic/ l Homeoc.doc Rev.103113 e- Town of Barnstable Department of Health Safety and Environmental Services 1619. Building Division 367 Main street,Hyannis,MA a2b01 Office: 508-8624038 Fax: 508.7".6230 ELAN REVEEW Owner: (o 12 Z �O�p..�r c�� � v—�_V_..�._._ Map/Parcel: Project Address: U Co Builder: ►:� V' The following items were noted on reviewing: �- Tr b Reviewed by: Date: 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# �' / 4— Health Division4/ , ®may Date Issued / 2- K " O 11 fn Conservation Division fee 47 Tax Collector �rD .l - .Application Fee Treasurer Planning Dept. �® Checked in By Date Definitive Plan Approved by Planning Board p Approved By Historic-OKH Preservation/Hyannis Project Street Address �� ? C I've- '13e 0-2�, ' Village uuzfl Owner AACO S I :P �'\,A Address A L, Telephone `l�l Li Permit Request �C.),L N Square fee; 1 st floor: existing(l72 proposed 2nd floor: existing proposed I Tot5ew _ Valuation ec�-rD Zoning District Flood Plain Growl Nater OvZoay c < Construction Type L +COO c4 7.1 Lot Size Grandfathered: ❑Yes ❑ No if yes, attach supporting d umentati. U y/� J \ Try/yyp < W Dwelling Type: Single Family 4--, Two Family ❑ Multi-Family(#units) cc-nn M Age of Existing Structure 40t4 Historic House: ❑Yes \4 No On Old King's Highway:. ❑Yes vivo Basement Type: lull drawl Ll Walkout ❑Other Basement Finished Area(sq.ft.) vu V Basement Unfinished Area(sq.ft) C�-Lf d 600AJX Number of Baths: Full: existing '-:I 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: 8 Gas ❑Oil ❑ Electric ❑Other Central Air: ❑-Yes Blo Fireplaces: Existing ✓ New Existing wood/coal stove: ❑Yes O No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing Cl new size Attached garage:❑existing ❑new size Shed:❑existing Cl new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use BUILDER INF ATION N e Telephone Number A ress License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY r PERMIT NO. DATE ISSUED ' MAP/PARCEL NO..1 ADDRESS VILLAGE - OWNER DATE OF INSPECTION: ' FOUNDATION FRAME 0 LiIzz/06 - INSULATION j2k Q� FIREPLACE J• ' ELECTRICAL: ,�'ROUGH FINAL J' R1.�I PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING CC9Z �Z�rr 1 l DATE CLOSED OUT ASSOCIATION PLAN NO. t rsc.,ws snsyssrveussn q/ wlussacnusesrs Department of Industrial Accidents Office of Investigations ' d 600 Washington Street s Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/organization/Mvidual): ( ( �e i 0A Address: t C�►��{?kXe - City/State/Zip: UV 1 Phone #: 7) T 1 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 r 6 employees (full and/or part-time).* have hired the sub-contractors ❑New construction. 2.❑ I am a sole proprietor or partner- ' listed on the attached sheet $ 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. [] Demolition_ .. working for mein any capacity. workers' comp. insurance. y 9. ❑ Building addition o workers comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or.additions equired.] officers have exercised their 3. I am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.]t 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 tcontractors that check this box must attached an additional sheet showing the name of the subcontractors and their workers'camp.policy information. I am an employer that is providing workers'compensation insurance for my employees..Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date:, Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to.secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of 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 aline of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cerfiftiunder the pains and penalties of perjury that the information provided abovq is true and correct Si ature•. Date: O. 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 JL-Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their enVloyeesi" 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 individtral,.:Partuershlp, association,Forporation 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 tion or other legal entity, employing employees. However:the receiver or trustee of an individual,partnership, association g owner of a dwelling house having not more than three apartments and who resides therein or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work-on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if. necessary,supply sub-contractor(s)name(s), address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners; are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below.. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has provideda space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure'to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit(license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof thata 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 hike to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and.fax number: The,Commonwealth of Massachusetts . Department of Industrial.Accidents ..Office of Investigations 600 Washington Sireet� . Bost6n, MA 02111. Tel.#617-727-4900 ext 406 or-1-877-MASSAFE Fax#617-7274749 Revised 5-26-05 www.mass.gov/dia Town of Barnstable Regulatory Services S#' s Thomas F.Geiler,Director 9 111�i188. A`0� - Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA.02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more 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: .0_k�VAeu AJ, ��� I' (LeA 14e,.e Elated Cost Address of Work: �� V L`` Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 []Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH.UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR t o � -V 4 M-0 ( I I D to Owner's Name Q:forms1omeaffidav e� E A S Business: (508) 888-3619 Home: (508) 398-6813 ' SURV-EY, INC. Facs: (508) 888-2496 141 ROUTE 6A SALT POND BUILDING P.O. BOX 1729 SANDWICH, MA 02563 �-m - �` V d-71? Sferfl o/tS Z /ZZ 4v 41-1 71"tz 0 J--")J-- . 7 a1�®a �� �-r✓ (/ ��Zl�u art ST�2v ��cJT ai 74, �7:�-P,57Oro �m a /�• �� �ICJ .. Y113t � /Li ��2� cJ/ C C L OF EDWARDi� A. STONE No. 26 :y T� Business: (508) 888-3619 L LE• Home: (508) 398-6813 i SURVEY, INC.. Facs: (508) 888-2496 } - 141 ROUTE 6A SALT POND BUILDING P.O. BOX 1729 SANDWICH, MA 02563 60V1144 ��— �" P#< /ZZ d✓ i 7 u � ST2v �w T�GL� 4-,p, o 62, o- 6741 or V . ft - 2� cc � o� EDWARD � A. STONE q �No. 28 - 2- ka ll i i F, E L13, ------------------- _ �. . THERMAL PERFORMANCE DATA WN l m ! fc - �' ���-�120U��£ � �� ��0 49�� '�0 49�`' ' #�0 35 t® ■ £ -s0 35 ■ � 0'32 ® ■ ,�0 32 ® RIE t� �. � � �,� �� 7�°` ��� � � ��.� th� ■ �'��.0 38 �:�� ■� 0 32� ®y 0�34�,� 0� - � �,"=� '$ 2110t7o mg0 49 049� ��0.35 � $■ :0 35 ■ ,& r� ,�`"��`��"��.,��� �� �,,,�, r .;� `�s� � 5-� � �0 35�`��■`i �0.30�® � ® 0�3Ax� ' ■„, x�, - 2200/2300� f �+�,�� 10.49�� ��0 49. � 0 3 ®��■ ,. � .}�a ..,"'�x""` �= :�.ar r'�`�">�6.,��:.*r.�•�a �'�;� �'��.,..��.wa. ad�� *�t �� '.`'� „?�, «�.rrs'• - �. ii�`�s�: wirk �.�'.s� ' Y ix .. 'AR"="'C �'', -�.•'t�''� $" �F' Ti4 y .. 9 �..wh�''SP" a� t. ".,v1� L ) �'F.s�. "X �%�� �'k. } �u£4 .. �2710��` ���' ' � , 0�52�� �0 52 � �0 38 �'�,■ �0 38��� =� �. ■�� 0 34 ® �■ rr•k.�m ��_�- � k�2800� �� � 0;49�'t -� 0 49� �a = 0 35 �� ■�.�0 35#��■ F 0 31# �ti ■ 0 31 �„��,` ■�j €', "Q�%m, '�""'t�^'�',x.—?'-,+�.•+w �"'�,my v. *°�S t ��' �;°�;�.' -��f. =ty' '#'^^�'�.'� �7�� ' .`� .ma's`-�s� { °� 2900 1f� 049$ 0 0'35 ® ■ 0 35 ® ® � 0 313� ■ �0..31h ® ■ �,'° y1,:� ;,� :�x,w[n.:-� „�j,�,Aat.'"�'`t'`t„fix 1'" is' �• -��•+ :Ir�.,..�...��.i��5'akLs' ..�Pr ��� (�-�-" st r r'. r �3000U48 =„gip°48€; �,p'35 " Y ; � P 36 ■ 0 361 ®¢i N'/A'` s � 'N/At i1. �� ,�»'�,..5600_-� ����,,c��.�N/A x��� N/AFC � p., ., �•'- � � '� � � >. � �� ± ' iiae3�.� 5 iewp36y ■ 0 36 '■ 0 32 ® 0 32 � '■ 5005700z �� 0490 49- 5 .T� ,��•'k�"��, �$' }� .•'� A 'L. sr„`_,.• E ` ♦-(,;1 � �*xE� r� •1-32i :� �G� 3' � a � U �;,7' 1 -� a r � �5900`- �s � r� 0 48} � 0 4$� 36���■��0 36� �■ „�0 33 ® ■�, 0 33, ®� ■,� ;7400/71450 ��: ���0:48 {�� 0 48�`� 036�� ■�;� ©�36�� ■ � 0 32 ® ®��0 3�2.�� ■ 3 , ;F-ux' 2:f z `f -` � "k.ycb �h�`.a'��v.."'.w�. •� :e." �� .:':rc •a'k� �„ 7'f,:,k•,. 8 , `o-` t k.� ,.i. .swRa.'sae - ,.,a.a�s=+ 12i iJ - i''��r� .-k.`�.���'°�.�k�e. �s'�r y ar �i�� }��fi�.�-�3� t��' ��` ��� 8��.�""' :�-� ��-�-���,a•+�-�'�«,���. tee+ ^ �' �t'"��� '� ��75p0/7'550 ��`� 048 - �0��48�'= ��0�:36 ��'� ■ �.�.,0 36� � ■��s 0 32�®�'�'■�-�0 32 �_ ■�~ , �! •.t-.mw�+r- rw .; a t..a '�.r'"°'r;' 'nTFa°"'# uy"may°' e"`„ p7' "`��"3"i•_F-::?r, c . � ;kx - "u� r- c .` rem -.•� rz- "" .,,<' rF �' x � 8500 0 48p 4$ 0:35 ® ■ rh0 35 i ■ 0 32 ®��, #0 32 1 • '?�� f �:.�'��-s�r�4:v ��r.'".,.�c� ''�;� rt,NEI= i F ENERGY STAR° COMPLIANCE The ENERGY STAIR.. program was developed by the U,S. Department of Energy and the Environmental Protection Agency to help consumers identify products that save energy,--Requirements for windows are tailored to meet the - r energy needs of•the country's four different,regions Northern,North Central,South.Central an Southern. ln 'stes . ® Northern zone i �... ER STAR? N North Central Zone ENERGY STAR windows must be rated,certified-and carrapGa nor labeled by the National Fenestration R$ing�Council (NFRC) south Central zone' alal�raprsate :for U value and solar.heat gain coefficient lazing o��asn� ® Southern Zone ^- 22 V l�VVVV I �� al- � V ------------ ___„ Town of Barnstable OftNE f� o� Regulatory Services L _ Thomas F.Geller,Director ' s6 Building Division 3g• �e Tom Perry,Building Commissioner 200 Maier Street, Hyannis,MA 02601 wvmtown barnstable.ma.us Fax: 508-790-6230 Nice: 508-862-4038 HOMEOWNER LICENSE EXEMPTION / Please Print j DATE: / / l/'6 S ll �� ON. (�ft Z- c C'�A G c/� V 1 JOB IACATT street village number "IiOMEOWNER"' name , home phone# work phone# CURRENT MAII3NNG 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. DEFIMMON 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 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 re onstble for all such work performed under the building permit. (Section 109.1.1) ibility for compliance with the State Building Code and other The undersigned"homeowner"assumes respons applicable codes,bylaws,rules and regulations. , The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. ( � . Si" atu fHomeawn 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 M"TION The Code Mates that: "Any homeowner perfomring work for which a building permit is required shall be exempt tiom the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);pro vided that if the borneowner engages a persons)for hire to do such work,thaf sudb Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assurrring the responsibilities of a supervisor(see Appendix err Rules&Regulations for licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious probl ems,particularly when the homeowner hips unlicensed persons• In this case,our Board cannot proceed against the unlicensed person as itwould with a.licensed supervisor. The homeowner acting as Supervisor is ultimately responsii vis a To ensure that the homeowner is fully aware of bis/her responsibilities,many communities require,as part of the permit application, that the homeowner ces*that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currendy used by several towns. you may care t amend and adopt such a form/certification for use in your cormnunity. Y n•fnrme•hmneeXeemt t_o 44Y16 N o F P Ro `; E rz m , v ALccuJ R-AL-rE STANDARD LEGEND P 226 NOTE:not all symbols will appear on a map __.1 _ GOLF COURSE FAIRWAY 1 9 "' EDGE OF DECIDUOUS TREES EDGE OF BRUSH M P 22 # 30 `., `, :..._....... ORCHARD OR NURSERY 1 � 9 ',. ............ V EDGE OF CONIFEROUS TREES MARSH AREA 70 L ....... EDGE OF WATER 15 D DIRT ROAD DRIVEWAY PARKING LOT 1• ` a �; PAVED ROAD 4 — — DRAINAGE DITCH •' �� � ----- PATH/TRAIL MAP 2 6 r PARCEL LINE** MAP 326 MAP# L/_ 120 021E PARCEL NUMBER #367 E HOUSE NUMBER -.... -... _.... 2 FOOT CONTOUR LINE AP 22 �-.. # 680 --�— 10 FOOT CONTOUR LINE Elevation based on NGVD29 12 7 ;;4.9 SPOT ELEVATION FP 8 O _ c:x�x--� STONE WALL 226 -X--X- FENCE - -A,._".Al RETAINING WALL RAIL ROAD TRACK O8 :__ SWIMMING POOL% /�/-/J/1J/ / POOL PORCH/DECK "- -" ❑ BUILDING/STRUCTURE ti DOCK/PIER HYDRANT e VALVE O MANHOLE o POST OF' FLAG POLE 7 O W N O F B A R N S T A B L E G E O G R A P H 1 C 1 N F O R M A T 1 O N S Y S T E M S U N I T o SIGN ® STORM DRAIN N PRINTED SCALE:IN FEET *NOTE:This map is an enlargement of a **NOTE:The parcel lines are only graphic representations DATA SOURCES: Planimetrics(man-made features)were interpreted from 1995 aerial photographs by The James n TOWER 1"=100'scale map and may NOT meet of property boundaries.They are not true locations,and W.Sewall Company.Topography and vegetation were interpreted from 1989 aerial photographs by GEOD - o UTILITY POLE w '" e 0 20 40 National Map Accuracy Standards at this do not represent actual relationships to physical objects Corporation. Planimetiics,topography,and vegetation were mapped to meet National Map Accuracy Standards s 1 INCH=40 FEET* enlarged scale. on the map. at a scale of 1"=100'. Parcel lines were digitized from FY2004 Town of Barnstable Assessors tax maps. ¢ LIGHT POLE O ELECTRIC BOX r?"d luck pr. PaekaBa tar 609 sad TeaFam y RnidaeAd gniidi gatad w3ih bu •HeadnglCooltni • 1MlZ1M Ce41LzB Wail Floor B mmz pzaetetP�� 'de i�/ Glasa6 Q1a�nE �,a R,.yBtua� R valueP R Vila R vatsve Areal('!.) V•�"lual .;' tloraml paryage 5701 to ds0o Notia 'D 6 10 D 13 19 b• Nor Q, 12•/. 0.40 ` 30 • -19 19 10 8 .�� . R 12Y 03 3E 13 19 IAA �A orm�-.._--7 . S 12% 0.50 13 25 _ ... . 0 _ 3E 19 -10 ES:AFETf — 38 19 rUA " ' A ES pFLig 11 ' 1S'1. ' o 4-.•. 3E '' 19. .. lg 10 A Now W _ Ism. 39 19 . 2 NIA u QUA NIA 90 AFM R lE•Ie 032... 32' 3E l9:' 10 6 90 AFl1E Y :l8•/. ' 0.42- 3E 13 19 .a , Z 18•/. 0.42 30 19 19 10 0.50 ' . % 1..ADDg$SS OF PROPERTY: _.._ TEgIORW S• ALL . Z, SQUARE E OF ALL'GLAZING. SQ ' • VARE FOOTAG , . 3. o LAZIN4 AREA(#3 DIVIDED BY#2): �00 h. /0 G • GE(Q..p.A-see chsrt above) 5. SELECT PACKA G ENERGY gQL:fIEtEMENTS ' moo�pLyED METHOD SOF D OERN� � SON,. ... • „ An AA,ABLE, xASKVSFORTM ' BUII,,DING INSPECTORAPPROVAL� . N0, • YES- q•farms-t980303a � �� 801SE- BC CALC® 2003 DESIGN REPORT - US Monday, November 28,2005 16:22 Double 1 3/4" X 9 1/2" VERSA-LAM® 3100 SP File Name: M Viera_692 Craigville Beach Rd.BCC: RB01 Job Name: Marcos Viera Description: DORMER BEAM-!LOW Address: 692 Craigville Beach Road Specifier: City,State,Zip:Centerville,MA Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: �0 12 2 1 Standard Load-35 psf 115 psf Tributary 01-00-00 AL BO 131 373 Ibs LL 373 Ibs LL 285 Ibs DL 285 Ibs DL Total Horizontal Length-05-04-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. `Dur. S Standard Load Unf.Area Left 00-00-00 05-04-00 Live 35 psf 01-00-00 115% Member Type: Roof Beam Dead 15 psf 01-00-00 90% Number of Spans: 1 1 Unf.Area Left 00-00-00 05-04-00 Live 30 psf 03-06-00 115% Left Cantilever: No Dead 15 psf 03-06-00 90% Right Cantilever: No 2 Unf. Lin. Left 00-00-00 05-04-00 Live 0 plf n/a 90% Slope: 0/12 Dead 30 plf n/a 90% Tributary: 01-00-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 878 ft-Ibs 5.5% 115% 2 1 -Internal Neg. Moment 0 ft-Ibs n/a 100% Live Load: 35 psf End Shear 463 Ibs 6.3% 115% 2 1 -Left Dead Load: 15 psf Total Load Defl. U7123(0.009") 2.5% 2 1 Partition Load: 0 psf Live Load Defl. U12557(0.005") 1.9% 2 1 Duration: 115 Max Defl. 0.0091, 0.9% 2 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(L/180)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U240)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for 61 is 1-1/2". above is based upon building Member Slope=0,consider drainage. code-accepted design properties Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and analysis methods. Installation of BOISE engineered wood Connection Diagram products must be in accordance Consult project design professional of record or BOISE technical representative for connection design with the current Installation Guide Member has no side loads. and the applicable building codes. To obtain an Installation Guide or if Connectors are: 16d Sinker Nails you have any questions, please call (800)232-0788 before beginning a=2„ d product installation. b=3" b } BC CALC®, BC FRAMER®, BCI®, d__12/4 BC RIM BOARDT"' BC OSB RIM BOARD-, BOISE GLULAMTM VERSA-LAM®,VERSA-RIM®, C VERSA-RIM PLUS®, VERSA-STRAND TM VERSA-STUDS,ALLJOISTO and _ AJST"A° are trademarks of Boise Cascade Corporation. Page 1 of 1 B 'M BC CALCO 2003 DESIGN REPORT - US Monday, November 28,2005 16:22 Double 1 3/4" x 9 1/2" VERSA-LAMO 3100 SP File Name: M Viera_692 Craigville Beach Rd.BCC: RB02 Job Name: Marcos Viera Description: DORMER BEAM -HIGH Address: 692 Craigville Beach Road Specifier: City,State,Zip:Centerville, MA Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: �o 12 Standard Load-30 psf 115 psf Tributary 06-00-00 AL BO B1 480 Ibs ILL 480 Ibs LL 265 Ibs DL 265 Ibs DL Total Horizontal Length-05-04-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 05-04-00 Live 30 psf 06-00-00 115% Member Type: Roof Beam Dead 15 psf 06-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 993 ft-Ibs 6.2% 115% 2 1 -Internal Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100% Tributary: 06-00-00 End Shear 524 Ibs 7.1% 115% 2 1 -Left Total Load Defl. U6295(0.01") 2.9% 2 1 Live Load Defl. U9767(0.007") 2.5% 2 1 Live Load: 30 psf Max Defl. 0.01" 1.0% 2 1 Dead Load: 15 psf Notes Partition Load: 0 psf Design meets Code minimum(L/180)Total load deflection criteria. Duration: 115 Design meets Code minimum(L/240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone Member Slope=0,consider drainage. who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output Connection Diagram above is based upon building Consult project design professional of record or BOISE technical representative for connection design code-accepted design properties and analysis methods. Installation Member has no side loads. of BOISE engineered wood Connectors are: 16d Sinker Nails products must be in accordance with the current Installation Guide a=2„ d and the applicable building codes. b=3„ b- To obtain an Installation Guide or if c=2-3/4" 8 you have any questions, please call (800)232-0788 before beginning d=12" • — • • product installation. 1 / C BC CALCO, BC FRAMER®, BCI®, / BC RIM BOARD TM BC OSB RIM BOARD-,'BOISE GLULAMTM • • /\ VERSA-LAM®,VERSA-RIM®, i VERSA-RIM PLUS®, VERSA-STRAND TM, VERSA-STUD®,ALLJOISTO and AJSTm.are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE, BC CALC®2003 DESIGN REPORT - US Monday, November 28,2005 16:22 Single 1 3/4" x 11 7/8" VERSA-LAM® 3100 SP File Name: M Viera_692 Craigville Beach Rd.BCC: RB03 Job Name: Marcos Viera Description: RIDGE Address: 692 Craigville Beach Road Specifier: City,State,Zip:Centerville,MA Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: �0 12 1 2 Standard Load-30 psf 11 psf Tributary 01-00-00 i, a�jai Ak BO 131 1381 Ibs LL 700 Ibs LL '728 Ibs DL 388 Ibs DL Total Horizontal Length-13-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 13-00-00 Live 30 psf 01-00-00 115% Member Type: Roof Beam Dead 15 psf 01-00-00 90% Number of Spans: 1 1 Unf.Area Left 00-00-00 04-06-00 Live 30 psf 08-06-00 115% Left Cantilever: No Dead 15 psf 08-06-00 90% Right Cantilever: No 2 Trapezoidal Left 04-06-00 Live 128 plf n/a 115% 13-00-00 Live 0 plf n/a 115% Slope: 0/12 04-06-00 Dead 64 plf n/a 90% Tributary: 01-00-00 13-00-00 Dead 0 plf n/a 90% Controls Summary Control Type Value %Allowable Duration Load Case Span Location Live Load: 30 psf Moment 5159 ft-Ibs 42.2% 115% 2 1 -Internal Dead Load: 15 psf Neg.Moment 0 ft-Ibs n/a 100%. Partition Load: 0 psf End Shear 1681 Ibs 36.4% 115% 2 1 -Left Duration: 115 Total Load Defl. U495(0.315") 36.3% 2 1 Live Load Defl. U762(0.205") 31.5% 2 1 Disclosure Max Defl. 0.315" 31.5% 2 1 The completeness and accuracy of the input must be verified by anyone Notes who would rely on the output as Design meets Code minimum(L/180)Total load deflection criteria. evidence of suitability for a Design meets Code minimum(U240)Live load deflection criteria. particular application. The output Design meets arbitrary(1"),Maximum load deflection criteria. above is based upon building Minimum bearing length for BO is 1-1/2". code-accepted design properties Minimum bearing length for 131 is 1-1/2". and analysis methods. Installation Member Slope=0,consider drainage. of BOISE engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCIO, BC RIM BOARD-, BC OSB RIM BOARDTm, BOISE GLULAMT'T" VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Boisw BC CALCO 2003 DESIGN REPORT - US Monday, November 28,2005 16:22 Double 1 3/4" x 9 1/2" VERSA-LAMO 3100 SP File Name: M Viera_692 Craigville Beach Rd.BCC:RB04 Job Name: Marcos Viera Description: SHORT VALLEY Address: 692 Craigville Beach Road Specifier: City,State,Zip:Centerville, MA Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 6.4 2 1 Standard Load-30 psf 11,5 psf Tributary 01-00-00 BO B1 1104 Ibs LL 620 Ibs LL 675 Ibs DL 400 Ibs DL Total Horizontal Length-09-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 09-00-00 Live 30 psf 01-00-00 115% Member Type: Roof Beam Dead 15 psf 01-00-00 90% Number of Spans: 1 1 Trapezoidal Left 00-00-00 Live 128 plf n/a 115% Left Cantilever: No 09-00-00 Live 0 plf n/a 115% Right Cantilever: No 00-00-00 Dead 64 plf n/a 90% 09-00-00 Dead 0 plf n/a 90% Slope: 6.4/12 2 Trapezoidal Left 00-00-00 Live 195 plf n/a 115% Tributary: 01-00-00 09-00-00 Live 0 plf n/a 115% 00-00-00 Dead 98 plf n/a 90% 09-00-00 Dead 0 plf n/a 90% Live Load: 30 psf Controls Summary Dead Load: 15 psf Control Type Value %Allowable Duration Load Case Span Location Partition Load: 0 psf Moment 3204 ft-Ibs 20.0% 115% 2 1 -Internal Duration: 115 Neg. Moment 0 ft-Ibs n/a 100% End Shear 1369 Ibs 18.5% 115% 2 1 -Left Disclosure Total Load Deft. L/1038(0.118") 17.3% 2 1 The completeness and accuracy of Live Load Deft. L/1685(0.073") 14.2% 2 1 the input must be verified by anyone Max Defl. 0.118" 11.8% 2 1 who would rely on the output as evidence of suitability for a Slope and Cut Length particular application. The output End Condition Slope Facia Depth Horiz. LengtlProduct Length above is based upon building Plumb Cut with Hanger to dbl.top plate 6.4/12 10-3/4" 09-00-00 10-07-07 code-accepted design properties and analysis methods. Installation Notes of BOISE engineered wood Design meets Code minimum(U180)Total load deflection criteria. products must be in accordance Design meets Code minimum(U240)Live load deflection criteria. with the current Installation Guide Design meets arbitrary(1")Maximum load deflection criteria. and the applicable building codes. Minimum bearing length for BO is 1-1/2". To obtain an Installation Guide or if Minimum bearing length for B1 is 1-1/2". you have any questions,please call Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCIO, BC RIM BOARD1m, BC OSB RIM BOARD T., BOISE GLULAMT. VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND TM, VERSA-STUDO,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Pagel of 2 , BOISE' BC CALCO 2003 DESIGN REPORT - US Monday, November 28,2005 16:22 Double 1 3/4" x 9 1/2" VERSA-LAM(g) 3100 SP File Name: M Viera_692 Craigville Beach Rd.BCC: RB04 Job Name: Marcos Viera Description:SHORT VALLEY Address: 692 Craigville Beach Road Specifier: City,State,Zip:Centerville, MA Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Connectors are: 16d Sinker Nails a=2" b d b=3" _ c=2-3/4" a d= 12" — • j C -BOISE' BC CALC® 2003 DESIGN REPORT - US Monday, November 28,2005 16:22 Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: M Viera_692 Craigville Beach Rd.BCC: RB05 Job Name: Marcos Viera Description: Address: 692 Craigville Beach Road Specifier: City,State,Zip:Centerville, MA Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 6.3 12 2 TTF,M-F 1 Standard Load-30 psf 115 psf Tributary 01-00-00 BO B1 1842 Ibs LL 1555 Ibs LL 1130 Ibs DL 981 Ibs DL Total Horizontal Length-13-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value. Trib. Dur. S Standard Load Unf.Area Left 00-00-00 13-00-00 Live 30 psf 01-00-00 115% Member Type: Roof Beam Dead 15 psf 01-00-00 90% Number of Spans: 1 1 Trapezoidal Left 00-00-00 Live 128 plf n/a 115% Left Cantilever: No 13-00-00 Live 0 plf n/a 115% Right Cantilever: No 00-00-00 Dead 64 plf n/a 90% 13-00-00 Dead 0 plf n/a 90% Slope: 6.3/12 2 Trapezoidal Left 00-00-00 Live 195 plf n/a 115% Tributary: 01-00-00 13-00-00 Live 0 plf n/a 115% 00-00-00 Dead 98 plf n/a 90% 13-00-00 Dead 0 plf n/a 90% 3 Trapezoidal Left 08-06-00 Live 0 plf n/a 115% Live Load: 30 psf 13-00-00 Live 128 plf n/a 115% Dead Load: 15 psf 08-06-00 Dead 0 plf n/a 90% Partition Load: 0 psf 13-00-00 Dead 64 plf n/a 90% Duration: 115 4 Conc. Pt. Left 08-06-00 08-06-00 Live 620 Ibs n/a 115% Dead 400lbs n/a 90% Disclosure The completeness and accuracy of Controls Summary the input must be verified by anyone Control Type Value %Allowable Duration Load Case Span Location who would rely on the output as Moment 9222 ft-Ibs 57.5% 115% 2 1 -Internal evidence of suitability for a Neg. Moment 0 ft-Ibs n/a 100% particular application. The output End Shear 2558 Ibs 34.6% 115% 2 1 -Left above is based upon building Total Load Defl. L/245(0.72") 73.4% 2 1 code-accepted design properties Live Load Defl. U399(0.443") 60.2% 2 1 and analysis methods. Installation Max Defl. 0.72" 72.0% 2 1 of BOISE engineered wood products must be in accordance Slope and Cut Length with the current Installation Guide End Condition Slope Facia Depth Horiz. LengtlProduct Length and the applicable building codes. Plumb Cut with Hanger to dbl.top plate 6.3/12 10-3/4" 13-00-00 15-01-05 To obtain an Installation Guide or if you have any questions,please call Notes (800)232-0788 before beginning Design meets Code minimum(U180)Total load deflection criteria. product installation. Design meets Code minimum(L/240)Live load deflection criteria. BC CALC®, BC FRAMER®, BCI®, Design meets arbitrary(1")Maximum load deflection criteria. BC RIM BOARD TM BC OSB RIM Minimum bearing length for BO is 1-1/2". BOARD TM BOISE GLULAMTM Minimum bearing length for B1 is 1-1/2". VERSA-LAM®,VERSA-RIM®, Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing VERSA-RIM PLUS®, VERSA-STRAND TM VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 2 B0�$En BC CALC® 2003 DESIGN REPORT - US Monday, November 28,2005 16:22 Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: M Viera_692 Craigville Beach Rd.BCC: RB05 Job Name: Marcos Viera Description: Address: 692 Craigville Beach Road Specifier: City,State,Zip:Centerville, MA Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a=2" b d b=3" c=2-3/4" a d=12" — i • j T � C 'x BOISE- BC CALC® 2003 DESIGN REPORT - US Monday, November 28,200516:22 Double 1 3/4" x 14" VERSA-LAM® 3100 SP File Name: M Viera_692 Craigville Beach Rd.BCC: RB07 Job Name: Marcos Viera Description: MAIN RIDGE Address: 692 Craigville Beach Road Specifier: City,State,Zip:Centerville,MA Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 1-10 12 � 10 \9/ \5 n 2 � � � 3 \8/ \7/ 1 q Standard Load-30 psf l 15 psf Tributary 07-00-00 n b-9 .k,. .., ' b -00-1 11-00-00 16-08-00 10-10-08 0, B1 B2 B3 B4 3151 Ibs LL 6616 Ibs LL 6712 Ibs LL 3740 Ibs LL 1508 Ibs DL 3295 Ibs DL 3457 Ibs DL 1893 Ibs DL Total Horizontal Length-40-06-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 40-06-08 Live 30 psf 07-00-00 115% Member Type: Roof Beam Dead 15 psf 07-00-00 90% Number of Spans: 5 1 Unf.Area Left 00-00-00 11-08-00 Live 30 psf 07-00-00 115% Left Cantilever: Yes Dead 15 psf 07-00-00 90% Right Cantilever: Yes 2 Trapezoidal Left 10-08-00 Live 210 plf n/a 115% 24-06-00 Live 0 plf n/a 115% Slope: 0/12 10-08-00 Dead 105 plf n/a 90% Tributary: 07-00-00 24-06-00 Dead 0 plf n/a 90% 3 Trapezoidal Left 24-06-00 Live 106 plf n/a 115% 28-08-00 Live 136 plf n/a 115% 24-06-00 Dead 53 plf n/a 90% Live Load: 30 psf 28-08-00 Dead 68 plf n/a 90% Dead Load: 15 psf 4 Unf.Area Right 00-00-00 11-10-00 Live 30 psf. 07-00-00 115% Partition Load: 0 psf Dead 15 psf 07-00-00 90% Duration: 115 5 Conc. Pt. Left 02-10-00 02-10-00 Live 578 Ibs n/a 115% Dead 373lbs n/a 90% Disclosure 6 Conc. Pt. Left 08-02-00 08-02-00 Live 500 Ibs n/a 115% The completeness and accuracy of Dead 200 Ibs n/a 90% the input must be verified by anyone 7 Conc. Pt. Right 02-08-00 02-08-00 Live 578 Ibs' n/a 115% who would rely on the output as Dead 373 Ibs n/a 90% evidence of suitability for a 8 Conc. Pt. Right 08-04-00 08-04-00 Live 500 Ibs n/a 115% particular application. The output Dead 200 Ibs n/a 90% above is based upon building 9 Conc. Pt. Right 02-08-00 02-08-00 Live 578 Ibs n/a 115% code-accepted design properties Dead 373 Ibs n/a 90% and analysis methods. Installation 10 Conc. Pt. Right 08-04-00 08-04-00 Live 578 Ibs n/a 115% of BOISE engineered wood Dead 373 Ibs n/a 90% products must be in accordance with the current Installation Guide Controls Summary and the applicable building codes. Control Type Value %Allowable Duration Load Case Span Location To obtain an Installation Guide or if Moment 12571 ft-Ibs 37.6% 115% 8 4-Left you have any questions, please call Neg. Moment -12570 ft-Ibs 37.6% 115% 8 3-Right (800)232-0788 before beginning Cont.Shear 5300 Ibs 48.6% 115% 8 4-Left product installation. Total Load Defl. U941 (0.139") 19.1% 5 4 Live Load Defl. U1254(0.104") 19.1% 5 4 BC CALC®, BC FRAMER®, BCI®, Total Neg. Defl. -0.081" 10.8% 8 5-Right Support BC RIM BOARD-, BC OSB RIM Max Defl. 0.152" 15.2% 4 3 BOARD TM, BOISE GLULAMTM VERSA-LAM®,VERSA-RIM®, Notes VERSA-RIM PLUS®, Design meets Code minimum(U180)Total load deflection criteria. VERSA-STRAND-, Design meets Code minimum(L/240)Live load deflection criteria. VERSA-STUD®,ALLJOIST®and Design meets arbitrary(1")Maximum load deflection criteria. AJSTm are trademarks of Minimum bearing length for 61 is 3". Boise Cascade Corporation. Minimum bearing length for B2 is 3-3/8". Minimum bearing length for B3 is 3-3/8". Minimum bearing length for B4 is 3". Member Slope=0,consider drainage. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing Page 1 of 2 • BOISE- BC CALC® 2003 DESIGN REPORT - US Monday, November 28,2005 16:22 Double 1 3/4" x 14" VERSA-LAM®3100 SP File Name: M Viera_692 Craigville Beach Rd.BCC: RB07 Job Name: Marcos Viera Description: MAIN RIDGE Address: 692 Craigville Beach Road Specifier: City,State,Zip:Centerville,MA Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a=2" d-� b=3" c=3-3/8" a d=12" • • • C a r � , b - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel l Permit# Health Division a l — Date Issued Conservation Division 1% s Fee Z s- Tax Collector n Application Fee k'_'3af Treasurer n Planning Dept: Check %N.Q SEPTIC SYSTE71 `` Lli dl 0_ # Date Definitive Plan Approved by Planning Board OF BED—%UJ61AS AhNIN13 Historic-OKH Preservation/Hyannis Project Street Address t' 7� c11 A?CV V`ey Village Owner Im va�coS e�oA-LA _Address Telephone 50�r a46 f Ll-7/ Permit Request f cw c-4fsk" h �Qs L�c� � ol� a� -► �rdlI , �j�, f2twtocnK fC�savtiow f•-�eiln to'--i ty9 f f SGQs4no,�r.cj +mow, Y u+af/ lLrc�i�-c �i�ce -tea�rri'L 4r,, �c64-, A-Zec-0t + / i��iL t✓��n .<c./ r� Square fep : 1 st floor: existing proposed 2nd floor: existing proposed Total new Valuation Zoning District Flood Plai T`*Groun wa er Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family W Two Family ❑ Multi Family(#units) Age of Existing Structure &©y,_s Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: U'rull Q rawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) '3ov Basement Unfinished Area(sq.ft) -1 Number of Baths: Full: existing 41 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 11/1" New Existing wood/coal stove: ❑Yes ❑ No I :� Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existin ❑new sizea'' Attached garage:❑existing O new size Shed:❑existing ❑new size Other: rn r' %' ry Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ ' —0 � Commercial ❑Yes ❑ No If yes,site plan review# Current Use Proposed Use BUILDER-INFORMATION Name Telephone Number Address `� License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATEn e FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED r ' MAP/PARCEUNO. ADDRESS A VILLAGE ` OWNER " DATE OF INSPECTION: FOUNDATION FRAME b4 r - INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL, GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT F ASSOCIATION PLAN NO. 1 r-, ol 0- v �' 4-d Y N Town of Barnstable t"Go� Regulatory Services Thomas F.Geiler,Director Building Division r+�'t aye Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 wvmtown barnstable.ma.us Fax: 508-790-6230 Tice: 508-862-4038 HOMEOWNER LICENSE EXEMPTION Please Print DATE ��- ©� , V,Ile / ' JOB LOCATION' stnct village number _ . "HOMEOWNER": work bone# name j /+ home pbone# G ADDRESS: V 4�-( `J Cti2 �.1 �r eh TMAII-W ®aLL 6 Z Ut � city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellines of six units or less and to allow homeowners to engage as individual for hire who does not possess a license,provided that the owner acts as Lu ervisor. DEFINITION OF HOMEOWNER person(s)•wbo 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 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 re onstble for all such work performed under the buildin¢permit (Section 109.1.1) "assumes responsibility for compliance with the State,Building Code and other The undersigned"homeowner applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department Wn um inspection procedures and requirements and that he/she will comply with said procedures and asiot.H 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 .Tbe Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions ction Supervisors),provided that if the bomeowner engages a person(s)for bire to do such of this section(Section 109.1.1•Licensing of constru work,thaf surb Homeowner shall act as supervisor.-homeowners who use this exenipti"on are unaware that OWY an assmning the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.1� This lack of awareness often r a 1 seriousold with a licansedy case ourBowd.caanot ccad•agams person When the homeowner}sires unlicensed persons. In this onss'ble. � Supervisor. The homeowner acting as Supervisor is ultirnately resp To ensure that the homeowner is fully aware of bis/her responsibilities,rainy communities require,as part of the permit applicati on, 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 can t amend and adopt such a form/certifneation for use in your consmunity. A•fe..�nc•hmneeXmmL Department of Iridasti iai Accidents Office.of Investigations' ' . 600 Washington Street < Boston;MAA 62111' www.mas&gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/PlumoLbers Applicant Informatibn ]Please Print Legibly Name (Business/Organizationa&viduaD: l rvA Address• C9 AA, I j /State/Zi ��e �v Phone#: City p: Are you an employer? Check the-appropfiate boa:. , . Type of project(required):- 1•[] 1am a.employer with •4. ❑ I am a general contractor and I ' 6. ❑New construction employees (fta and/or part-time).* have hired the sub-contractors 2.[] I am a sole proprietor or partner- listed on the attached sheet$ 7. [:] Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. i. workers' comp.insurance. 9• ❑ Building addition o workers' comp. insurance 5. ❑ We'are a corporation and its officers have exercised their 10.0 Electrical repairs or.additions ' required.] 11. Plumbin 3. I am a homeowner doing all work right of exemption per MGL ❑ g repairs or additions irryself:[No workers' comp. c. 152,§1(4), and we have uQ 12.❑ Roof repairs kt' employees.[No worers' insurance required.] 13.❑ Other ' camp.insurance required.] *Any applicant that checks box#1 must also fiIl 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 contactors must submit anew afudavit indicating such. $Contractors that checkthis.box must attached an additional sheet showing the name of the sub-eontrabtors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. ' Insurance.Company Name: Policy#or Self-ins.Lic.#: Expiration Date: job Site Address: City/StateMp: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expieati, n date). Failure to.secure coverage as required Linder Section 25A of MGL c. 152 cari lead to the imposition of orimmdpenalties of a fine up to$.1,500,.00 and/or one-year imprisonment, as well as.civil penalties in le form of a STOYWORK ORDER and a.6 e of Lip to$250.00 a day against the violator. Be advised that a copy of this statement may lie forwarded t0 the Office of Investigations.of the DiA for insurance coverage verification. I do hereby certify under the pains andpenahies ofpedury that the information provided above is true and correct Si afore: Date:'• I A I 6S°� Phone#: L only. Do not write in this area,to be completed by c' ,or town official. n: PermitUcense# hority(circle.one)Health 2.Building Department 3.City/Town Clerk 4.Eledxical Inspector 5.Plumbing Inspector rson: Phone#: Information and. Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees-' . Purs=t to this statute, a i employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." , association,Forporatiou or other legal entity,or any two or more An employer is defined as."au indivi4liA.pa-tpers#ip•.. of the foregoing•engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the dividual,partnership,association or other legal entity,employing employees. Hov oyjes:tbe- receiver or trustee of an in oyvner of a dwelling hous a having not more than three apartments mad who resides therein,or.the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair woik=such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to bean employer." 6 also states that"every state or local licensing agency shall withhold the issuance or 25C ) GL chapter 152, § mmonwe. for any M ap fn the.co onstruct buildin •business or to c 8s • •renewal of a license or perms to operate a ti applicant who has not produced acceptable evidence-of compliance with the insurance coverage required." Additionally,MGL chap .. states"Neither the commonwealth nor any of its-political subdivisions shall ter 152, §25C(� e of public work until acceptable'evidence of compliance with the insurance enter into any contract for the performanc 2equvrements of this chapter have been presented to the contracting authority. Applicants Your situation an if. Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to y of necessary,,supply sub-contractors)name(s),addresses)and phone numbers)along with their certifieate(s)th Companies or Limited Liability Partnerships(L•LP)with no employees other than the • insurance. Limited Liability Comp (I,LC) • 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 maybe 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 m the cr13y 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. tinin has to contact you regarding t has provided a space the�applicanm of the affidavit for you to fill out in the event the Office of Investiga Please be sure'to fill in the-pernmt(lic ens e number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"'th'e applicant should write"all locations is __' (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 a-Mdavit is•en file for.future permits•or•liae.ases..A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would lice to thank you in advance for your cogperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and.fax number: The Commonwealth of Massachusetts . Department of Industrial.Accidents ..0ffice 9fjnvest1gati®ns . �' f• 600•Washington•Street . Boston,MA 02111.• Tel.#617-727-4900 ext 406 or-1-877-MASSAFE Fax#617-727M49 Revised 5-26.05 www.mass.gov/dia Town of Barnstable Regulatory Services s Thomas F.Geiler,Director 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 Permit no. Date AFFIDAVIT HOME MROVEMENT 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. Estimated Cost 'lope-of Work: Address of Work: Owner's Name: R- - Date of Application: /,P- 1 �• I hereby certify that: Registration is not required for the following reason(s): OWork excluded by law Job Under$1,000 Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH.UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. r R Date Owner's Naffe Q:forms:homeaf 1dav Jack Fitzgerald, Marcos Vieira is requesting an additional building permit at 692 Craigville Beach Road Centerville,that being,the remaining roof to be demo'd and reframed.A structural ridge and 2 by 10 rafters to be installed supporting a cathedral ceiling area.This area contains 2 bedrooms,one bath,a pantry and a common area.Two sky lights and a dormer will be included in the roof design. The structural ridge(double LVL)will be posted at both ends down thru existing walls resting on foundation.All window,door and slider headers will be replaced with LVL headers as well.Thank you,please advise concerning additional permit process. a � �(to 1/25/2006 y � a r.. .s _ h R — _ � E i - s , ------------- 77 40 L� QQ LV h S�1n + I �o p�L i------- _- -- -------------- LL- ----- --- -------------- -. -- -------- --I� - -- _ _ _ - _ _ _� . f Ope Jt:.: O - _ _ _ I I I --__ -----------------L - +-- ------------- - -__---__------- ---- ----- ---------- ------. -----� N g De2 - — _ r Awd LLtL a f A-� u ------ -- -- --------- --__ ______---________----�- - -- ----------------- --------------------- --� - . i ' e e � 1 SIN ro f O D P •AA _ 0 a r� L ♦ £ _ T[ y 9 s V MJ a yy r... ....__........... .. ..........................._._...,..................... 'Q 9 Q litEll 6. —; f, f� f -�..--. 7 I ------------------- ------------------ ' I I I I I ' I I I I I I - N ---__� 11 JT$ I I I p z roa e � a OF s s o p J I £ t{fin_'+ .•t�•.. 1 i � _ \\\\ � � I s t p to P A P I I � � � �' o P P+ O V I i ^ u li --- i i P )a• lid °- c L ---- .oio I -I s� P -'� vo a I 0 I � n J I �r r t I £g I ^� p �I _ CEP d Is E J� N T to by icenneth Sadler Associates: DRAWN BY: S O 1 A These plans are protected under Pederal PROJECT: ♦� 1, ni p D Copyright Laws,The original purchaser of this Q �YeW }rUG�-Ur'AI�OO�W���yIIL)rt} pOfTerS for: I� µETN�AVLCP-�. + planlsauthorizedtoconsiructoneandonly Pr.feet# 1638 , 1 Professional Building Designer T T z one home using thwthou Modification or reuse is prohibited without express written N J( `' a j�pennissbnof the Designer. ��{�•� 0� y' I�fZ 1 O A y' I I Mydisuepantles,errors and/or omissi�,re ' in the notes,dimensions,and/or LOCATION IGennekh Sadler AssaGia�es erah.in'b c brought on these do—ant. nencs n° rREVISIONS- ! Vesiebrought to the qn prior to comencem Q G aan en �e inary Designs I f/o�/os -- "pr4fessianal building design- GraiDwill��eaGh�cl. eln�w #NN'ion Plans I I/1 5/OZ V II M :commercial•residential_-- Erl er I o cl oaocus Proceeding ,any !O 9 2 ef` cii`n scr ca P.O.BoxIi49-4yannis,MAo2601•roe,,jgo3922 a Is epancle.erroraa r became the g cont tot of the ro ---'--<.----ksadlereksadeslgrtcam•wwwksadesigrtcom-i- ' +- building concracror. p p p�N n _ -1 x P N P 1 n �e e 3 0 F C 3-- a c 3 a n +> C In x ^. p A V n V s 3 a F N ° N p S $ g ^ P i s t n _ 3 - - rn ---- ' r iota Di i w 5 t P A A _ d 9 � p o x Gn P m n - P - A z £ � p � e � P N Q copyright 62005 by Icenneth Sadler Associates: DRAWN BY: These plans are protected under Federal PROJF-GT: Copyright original purchaser of this New�truetural woof w/�kyligh� parmers far: _ Go 1 ht Laws.The ocI I 1 h '♦•EuµE N�ftrJLE p• � plenisautharizedtocons[wctoneandonly Pr�jee # 16�b r ��' -1 Profeaslonal Bulldmq Designer ne home using this plan-Modlflcation or J. reuse is prohibited without express wrlcten /I�'F-A A permission of the veslgner. G/ %% X O { _'._ '.i�ennel-h Sadler ftss. `... LOCATION• Any disuhenotes"errorsa—nd/missio. �I m in the noses,eimensiare,aneior Gl pt�'eS drawin s concaned an tiese documents O o" RevlsloNs: 4 i iio�io5 rofessisnal building design shanbebroughl prirtotheattentionof e '. Prenmin,rr yes a^ P 8 9n Graigville�eaGh mod. ,,M,Proceed,g with en p GonstruaFionPlnns i i i i SIDS --:.-_. Gen I ervlll i�{ w ' K commerdal re5ldentlal"-" _ ^ypc ;.....i.---;. �O 2 e� • diascrepoand.arco��andic,b,ions P.O.BOx 1149•Hyannls.MA 02601.508.E 90 come-5922 be therespomibilitg of the ---j------ k98dler9kaade9l<fM1LOIn•WWW.kaadC9lgRGOn1-j--- --- building eontraGtOr. •�� .\ ♦ �11�U A��r fipE�u �U } S m tEo3ga5'"as R• :WT d w.RpU �a a` i Andcrccnm UFL>o � Andcr<onm pP-2 S 1-2flrad pndsrocnm hP�2 S 1-2f12. 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