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0521 SHOOTFLYING HILL RD
,. Y 4 I n t �.._�_�, .�__.R__ �� �_�___�_�—._.y,�__ . .. � �_���� �_��_^'—�--_�.�,__T=_=tee_ � _ � � � I � .. f o n _ '� � � � t . .. 0 .1 G " � �, � .. _ � � s _ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 65 5 Parcel 6 Application #C01J 0 Health Division Date Issued 3ls /S Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Str Address Village Owner Address Address Telephone g�i�pp �I Permit ReqLWst W� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfath'ered: ❑Yes ❑ No If yes, attach sGpporting d.ocuM ntation. Dwelling Type: Single Family L�/ Two Family ❑ Multi-Family (# units) ° Age of Existing Structure Historic House: ❑Yes ❑ No On Old King`6:Highway:,,❑Yea ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout D Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sqf) 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 Co If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) - Name Telephone Number q� Address D � License # O� Home Improvement Contractor# Email U Worker's Compensation # IBC V U � 0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJEC WILL E TAKEN TO V SIGNATURE DATE ��" l s, FOR OFFICIAL USE ONLY APPLICATION# r DATE ISSUED MAP%PARCEL NO. ADDRESS VILLAGE C OWNER t DATE OF INSPECTION: FOUNDATION i FRAME INSULATION • r. FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASISOCIATION PLAN NO. r., I w Massachusetts - Department-of public Safety Bo,ard of Building Regulations and Standards Cons I'll ction Superriscir License: CS-100.98a HENRY E CASSPij -AIL 8 SHED ROW ! ,� WEST YARMOUJrH B ✓, �/ . " �" Expiration Commissioner 11/11/2015 s b Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 153567 Type: Private Corporation Expiration: 12/15/2016 Trtt 259188 CAPE COD INSULATION, INC HENRY CASSIDY -- -- 18 REARDON CIRCLE - - SO. YARMOUTH, MA 02664 Update Address and return card. Mark reason for change, :CA 1 t; 20M-05/11 Address Renewal Employment Lost Card �e rpar�N�zoaz[ue���C/-10411idnec/cruem Office of Consumer Affairs& Business Regulation License or registration valid for individul use only i OME IMPROVEMENT CONTRACTOR before the expiration date, If found return to; egistratlon: 1.53567 Type: Office of Consumer Affairs and Business Regulation xpiratlon: .,;A-21;15/201,6 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 -APE COD INS ULATI,10,;'INC'.::"`?." -iENRY CASSIDY 18 REARDON CIRCLE": 30.YARMOUTH. MA 02G64 ' Undersecretar . — Y Tvalidwi ut sign e r The omm C onweulth of Massachusetts Department of Industrial Accidents W Office of Investigations J a d 1 Congress Street, Suite 100 a'c/4 Von y Boston, MA 0211 A-2017 www,mass,gov/dia Workers' Compensation Insurance Affidavit; Builders/Contractors/Electricians/Plumbers Applicant Information ff o Please Print Le ibl Name (Business/Or Ization/Individual); (;Z (�, w Address; 60 � �� V City/State/Zip; Phone #; Are you an employer? Check he appropriate box; �1 1.5;�I am a employer with_ ' 4• ❑ I am a general contractor and I Type of project (required): i employees (full and/or part-time),* have hired the sub-contractors 6. ❑ New construction 2,❑ I am a sole proprietor or partner- listed on the attached sheet. 7. 7 Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity, employees and have workers' (No workers' comp, insurance comp, insurance,t 9, ❑ Building addition required,] 5, ❑ We are a corporation and its 10,0 Electrical repairs or additions 3,❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL insurance required,] t c, 152, §1(4), and we have no 12,❑ Roof repairs employees, [No workers' 13 [� Other �( comp, insurance required,] // "Any applicant that checks boxI must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit thisf'ffdavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicatingsuch. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities leave employees, If the sub-contractors have employees, they must provide their workers'comp.policy number. I am an employer that is providing workers' compensation Insurance for my employees, Below is the policy and job site „ —Information. Insurance Company Name; rrnn� Policy# or Self-ins, Lic, #; f��� Expiration Date; 1 � Job Site Address; d' City/State/Zip: , . Attach a copy of the workers' compens do policy declaration page(showing tiie policy number and expiration date). Failure to secure coverage as required under ection 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 certify n r pains and penalties of perjury that the Information provided a ove l true and correct. Si nature; 0o, Z Z Date; t> Phone#: Officlal 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#; I - r I CAPECOD-27 KLIGETT CERTI FICATE OF LIABILITY INSURANCE DATE(MM/DDlYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES DELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement, A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Rogers&Gray Insurance Agency,Inc. NAME: Barbara DeLawrence 434 Rte 134 PHONE _ South Dennis,MA 02660 / a/c No: (877) 816-2156 ADDRIESS; bdelawrenceqRrogersgray.com INSURER S AFFORDING COVERAGE INSUFIERA;Peerless Insurance Compan NAICn INSURED —' -- INSURERe:COMMERCE INSURANCE COMPANY Cape Cod Insulation Inc INSURER C:Evanston Insurance Com an 18 Reardon Circle INSURER D:ATLANTIC CHARTER INSURANCE GROUP South Yarmouth, MA 02664 INSU ---- INSURER E v0 ERAGES INSURER F: - ------------ CERTIFICATE NUMBER: T IS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAM'---"A UVEBER:FOR THE POLICY PERIOD IN ACATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. JSR n e JR TYPE OF INSURANCE POLICY NUMBER POLICY EFF POLICY EXP _ X 11 COMMERCIAL GENERAL LIABILITY MM/DD/YYYY MM/DD/YYYY LIMITS i CLAIMS-MADE a OCCUR CBP8263063 EACH OCCURRENCE $ 1,000I 04101/2014 04101/2015 PREMISES(Ea occurrence) $ _ 100 IVIED EXP(Any one person) $ 5 GEN'LAGGREGATE LIMIT APPLIES PER: PERSONAL&ADV INJURY $ 1,000 X POLICY❑ PRO- GENERAL AGGREGATE $ 2,000 JECT LOC OTHER: PRODUCTS-COMP/OP AGG $ 2,000 AUTOMOBILE LIABILITY $I COMBINED SINGLE LIMIT — ANY AUTO 14MMBCKVMK Ea accident $ _ 1,000 ALL OWNED X SCHEDULED 04/01/2014 04/01/2015 BODILY INJURY(Per person) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED BODILY INJURY(Per accident) $ AUTOS PROPERTYDAMAGEPer accident $ ' X UMBRELLA LIAR X OCCUR $ EXCESSLIAS " EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE y 'XONJ453514 04/01/2014 04/01/2015 ----——DEC) X RETENTION 10,000 AGGREGATE $ ORKERS COMPENSATION Aggregate $ 1,000,000 ND EMPLOYERS'LIABILITY OTH- NY PROPRIETOR/PARTNER/EXECUTIVE YIN WCA00525904 STATUTE ER� FFICER/MEMBER EXCLUDED? a N/A 06/30/2014 06/30/2015 E.L.EACH ACCIDENT Mandatory In NH) $ 1,000,000 f yes,describe underCRIPTION OF OPERATIONS below DISEASE-EA E.L.DI EMPLOYEE $ 11000,000 ES —_ E.L.DISEASE-POLICY LIMIT $ 1,000,QOO SCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached It more space Is required) rrkers Compensation Includes Officers or Proprietors, — ditional Insured status Is provided under the General Liability and Auto Liability when required by written contract or agreement with the Certificate Holder, i ?R IFICATE HOLDER CANCFI I nTlnly f "At-1kW rr�ass QRsa� �;CM111 PERMIT AUTHORIZATION FORM I, MARK BAKER ,owner of the property located at: (Owner's Name,printed) 521 Shootflying Hill Rd CENTERVILLE (Property Street Address) (City) hereby authorize the Mass Save Home Energy Services Program assigned Participating Contractor listed below to act on my behalf and obtain a building permit to perform insulation and/or weatherization work on my property. X Owner's Signature Date FOR CSG OFFICE USE ONLY Conservation Services Group has assigned the following Mass Save Home Energy Services Participating Contractor to the above referenced project: ('A4Pf 69,0 ...GA faL•477og a Participating Contractor Date 0�J0 Foroffize Useoraly Rev.12132011 Contact Us - Baker&Associates, Inc located in Centerville MA I Replacement Windows ... Page 1 of 2 AK"R ASSOCIATES, INC. CUSTOM LIVING fi A .ND DESIGN eLy Home 3 Our Company V "K l :t , ppiy F r �y1 fir Renovations Replacement Windows' { Siding and Trim Porch Enclosures Decking&Railings tf s Awnings — Residential Awnings — Commercial Contact US Solar Screens Baker And Associates,Inc. Shootflying Hill Rd Awards Centerville,MA 02632,United States Photo Gallery Phone:5o8-362-2445,i-800-984-9785 Contact Us Location Map View Larger Mat). Request More Information Name*: Address MMailing address if different http://www.bakercape.com/conta.ct-us/ 4/24/2012 Contact Us -Baker& Associates, Inc located in Centerville MA Replacement Windows ... Page 2 of 2 rti g r �. K M6 �bT Iwo �in * k = a ar r Jgx .et 8 i ®am kable*� B rllslable A UM al.gf" islow, ©2012 Google`'`- a *` Goe' znrmc F7 o. Daytime Phone E-mail List of Services : --- (You can select multiple services Renovations Replacement Windows k� using'Ctrl') Siding and Trim Comments Submit .. We service Bourne,Falmouth,Sandwich,Mashpee,Barnstable,Yarmouth,Dennis,Brewster,Harwich,) Provineetown,Plymouth,Wareham and the Islands of Cape C, ©2012,Replacement Windows Siding and Awnings on Cape Cod MA All Rigl http://www.bakercape.com/contact-us/ 4/24/2012 baker& associates shootflying hill road, centerville ma- Google Search Page 1 of 2 +You. Search Images Maps Play YouTube News Gmail Documents Calendar More- ........ .... .. Go( ogle baker&associates shootflying hill road Centerville ma sign in Search About 911 results(0.28 seconds) SofeSeirch on it ^; ... ..-....-- _.. .......... ...... ........ Everything Baker And Contact Us Us-Baker&Associates Inc located in Centerville MA... Associates Images www•bakercape.com/contact-us/ r �cav;; � , Ma s Baker&Associates,Inc is located at Shootflying Hill Road in Centerville MA,and P can be contacted at(508)362-2445 or of 1-800-984-9785. Videos F��c r �bY1z r t ty ,r Baker&Associates-Barnstable-Hyannis. MA Patch News barnstable-hyannis.patch.00m/listings/baker-associates-2 521 Shootflying Hill Rd,Centerville,MA.508-362-2445.!listings/baker-associates- ° °} Shopping 2.1752970./locations/2252401.Email.Send to Phone;Print;Tweet... More I N�20t2oale da�a�20t2Gao$Ie Baker Custom Living&Design in Centerville.MA 521 Shootflving... www.su er a es.com/.../Centerville-MA/Baker-Custom-Livin -Desi _. P p 9 9 9• Barnstable,MA 521 Shootflying Hill Rd,Centerville,MA 02632 www.bakercape.com.(508)362- 2445.Baker&Associates is a family owned and operated business that is... Change location + i Baker And Associates Show search tools www.bakercape.com/ At a glance:custom living-living "All businesses should be run like Baker Awnings.From my first encounter to job design-porch enclosures-solar screens completion I felt like I was really important.They did everything to... Hours:Mon-Fri 8:30am-4:30pm Place page Sat-Sun Closed Shootflying Hill Road Centerville,MA 02632 - - Feedback (508)362-2445 Baker&Associates Inc. Reviews I Centerville MA I Angies List www.angieslist.com/.../ma/centerville/baker-and-associates-inc.-revie... Jul 11,2008—Baker&Associates Inc.521 Shootflying Hill Rd Centerville,MA 02632(508)362-2445.http://www.bakercape,com.Contact:Baker,Mark&... Baker&Associates Centerville,MA,02632.-YP.com www.yellowpages.com/centerville-ma/mip/baker-associates-19778 521 Shoot Flying Hill Rd P.O.Box 923 Centerville,NIA 02632.Hours:Hours not available.Please contact Baker&Associates at(508)362-2445.Save;Email... Certified Renovation Firms-Lead Home I lead in Paint.Dust,and cfpub.epa.gov/.../searchrrp.cfm?...MA... 179 Main St.Maynard,Massachusetts 01754 978-897-1113,X,07/10/2015.Baker& Associates Inc.521 Shootflying Hill Rd.Centerville,Massachusetts 02632... Baker Awnings-521 SHOOT FLYING HILL RD,Centerville... www.nexport.conVus/ma/centerville/baker-awnings/a/ Baker Awnings.521 SHOOT FLYING HILL RD Centerville Massachusetts',02632- 1715.United States.Also Available In:Spanish.Share on.Location Map... Awning And Canopies in Cotuit 02635, MA:Local Yellow Page... forestdale-ma.whitepage.riet/businesses/category.../listi ngs.html Baker&Associates.521 Shoot Flying Hill Rd#BOX 923.Centerville,MA 02632. (508)362-2445.Categories:Windows-Repair;Replacement&Installation... Baker Awnings-Centerville. MA 02632-1715 Reviews by Consumers www.revark.rOMISLImmary/Baker—Awnings/BA452309144063 About Located at:521 Shootflying Hill Rd Centerville,MA 02632-1715.Payment Methods:Baker Awnings is currently categorized under the category:... Roofing Contractors-Centerville www.hotfrog.com/Products/lRoofing-Contractors/MA/Centerville Roofing Contractors in Centerville,MA....521 Shoot Flying Hill Rd,Centerville. Baker&Associates is a family owned and operated business that is committed to... http://www.google.comj 4/24/2012 baker& associates shootflying hill road, centerville ma- Google Search Page 2 of 2 1 2 3 4 5 6 7 8 9 10 Next Advanced search Search Help Give us feedback Google Home Advertising Programs Business Solutions Privacy&Terms About Google a hlftp://vAw.google.com/ 4/24/2012 TOWN OF BARNSTABLE BUILDING PERMITAPPLICATION Map Q 3 Parcel Permit# F Health Division C�'�1 l® 3 Qsyt rig '3 Date Issued 2��z Conservation Division �➢ Application Fee Tax Collector.-` Permit Fee K�Treasurer ` . (/ ' Planning Deptt.. SEPTIC SYSTEM---_-_— �1lNSTi4LlED1 COMP § Date Definitive Plan Approved by Planning Board wnrn�SLIA�CE Historic-OKH Preservation/Hyanni EIMRONMENTAL COOS'AlI+ICs TOWN REGl1L��°r�l�ef7 � Project Street Address S3( S]4��" -� L �/ ► h,-P �i-� � l . Village a1AeVV,1ue, Owner rnbe C 4 01/kytD (,4 iZ` �G-e - E. Address Sal Sl,-ti�f- -�1 � ) Telephone '4.")(> [Q9,Q Permit Request_�vu o� �CitnG� ,_ (► �ti (� v� 12e,,44 a�-e- W c�1 ►IC PC,. I(ZAvt�j��P�P�d, Square feet: 1 st floor: existing l B00 proposed I�ro6 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation�� Construction Type Me' vvio Ae i Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 1540 Two Family ❑ Multi-Family(#units) Age of Existing Structure L to N1 rn Historic House: ❑Yes -�No On Old King's Highway: ❑Yes XNo Basement Type: Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 150C) $cam Number of Baths: Full: existing new 1' Half: existing new Number of Bedrooms: existing =)ew - 1 Total Room Count(not including baths):existing 67 _new First Floor Room Count 772 Heat Type and Fuel: P Gas ❑Oil ❑ Electric ❑Other Central Air: (A Yes ❑No Fireplaces: Existing New�(�_ Existing wood/coal stove: ❑Yes No Detached garage: ❑existing ❑new size Pool: 0 existing ❑new size Barn:❑existing ❑new size Attached garage:l existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes,site plan review# Current Use ---' =� �- - _Proposed Use BUILDER INFORMATION Name Telephone Number _ OZZ /1) Address i n L ce se# _ Home Improvement Contractor# _Worker's Compensation# ALL 9ONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE /D �' -6 3 FOR OFFICIAL USE ONLY 5 - - s _ w ~ PERMIT NO. DATE ISSUED ` MAP/PARCEL NO. . ADDRESS VILLAGE f M1 } OWNER -~ I DATE OF INSPECTION: ;j FOUNDATION FRAME . INSULATION bl FIREPLACE ELECTRICAL:, ROUGH FINAL ` . p PLUMBING: ROUGH _ FINAL GAS: ROUGH ' FINAL FINAL BUILDING �C+ DATE CLOSED OUT - i ASSOCIATION PLAN NO. _ oFt t Town of Barnstable Regulatory Services BARNSTABLE, : Thomas F.Geiler,Director ranee. n u►'�"•$ Building Division , Tom Perry,Building Commissioner 200 Main Street,`Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 16- .S-0.3 / JOB LOCATION:.Isz�` J r1 G�T't'1 1 Vjirn L� 1 J I � • ce v/t 1� � , I I P �n^um,�b'eerr� /� f/��V- street �� � village . � � "HOMEOWNER':1J[_!M&Il� C I bkIV— ,St�LZI=`A ,tKa�'�� 07 name home phone# work phone# CURRENT MAILING AWRESS: rn ACStOV1s via; l wl. 14 bac'( 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 requ' e;nents. Si i 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-Lice nsing eosin of construction Supervisors); rovided that if the g p homeowner engages a person(s)s for hire d c work,that such Homeowner shall act as supervisor." p O to o such 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 ladk of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. hi 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:fbrms:homeexempt 114ETpjr• Town of Barnstable Regulatory Services B"NSTABL& " Thomas F.Geiler,Director len ,� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. $ /0 Type of Work:T"+Lrl MgX04W Estimated Cost ono Address of Work: Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded bylaw OJob Under$1,000 OBuilding not owner-occupied XOwner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME FYIPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contr for Name Registration No. a R 10 6 Date Owner's Name QIorms:homeaffidav Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoflware Version 3.5 Release 1 Data filename:C:\Program Files\Check\REScheck\#3578.rck TITLE:New Remodel/Renovation a ° CITY:Centerville(Barnstable County) STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE: 10/07/03 DATE OF PLANS:08-23-2003 PROJECT INFORMATION: 521 Shootflying Hill Road Centerville,Ma. 02632 COMPANY INFORMATION: Mark Baker P.O.Box 71 Marstons Mills,Ma. 02648 NOTES: MaCheck by Cape Cod Insulation INC. #3578 COMPLIANCE:Passes Maximum UA=305 Your Home UA=275 9.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1204 46.0 0.0 42 Ceiling 2: Cathedral Ceiling(no attic) 388 30.0 0.0 13 Wall l:Wood Frame, 16"o.c. 1642 13.0 0.0 115 Window 1:Vinyl Frame:Double pane with Low-E 198 0.340 67 Door 1:Glass 40 0.320 13 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 530 19.0 0.0 25 Furnace 1:Forced Hot Air,87 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts I NEnergy Code requirements in REScheckVersion 3.5 Release 1 (formerly MECchec4 and to comply with the mandatory requirements listed in the R$ScheckInspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date r R; I h REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.5 Release 1 DATE: 10/07/03 TITLE:New Remodel/Renovation Bldg. Dept. Use I , Ceilings: 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] I 2. Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: 3 Windows: [ ] I 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] I 1. Door l:Glass,U-factor:0.320 Comments: Floors: [ J I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R 19.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] I 1. Furnace l:Forced Hot Air,87 AFUE or higher Make and Model Number I Air Leakage: [ J I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.571bs/ft2 pressure difference and shall be labeled. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be identified so that compliance can be determined. ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ( ] I Insulation R values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. I ' Duct Insulation: [ ] I Ducts shall be insulated per Table J4.4.7.1. Duct Construction: ( ] I All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ° [ ] I Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as { specified in Sections 780CMR 1310 and J4.4. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0' Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) .A. f., RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 <a D Alterations/Renovations $25.00 Building Permit Amendment $25.00 _ 2 � FEE VALUE WORKSHEE I NEW LIVING SPACE ®Q square feet x$96/sq.foot= Lb x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE 1 square feet x$64/sq.foot= 2S . tp c o x.0031= plus from below(if applicable) GARAGES-(attached&detached) square feet x$32/sq.ft.= x.0031= - ACCESSORY STRUCTURE:>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS o t.c3 `y�dow 5 . Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= _ (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) �Q 3 ^ 2- Permit Fee y �/ r Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.5 Release Id Data filename: C:\Program Files\Check\REScheck\BAKER.rck PROJECT TITLE: ENERGY REPORT CITY: Centerville(Barnstable) STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 10/15/03 DATE OF PLANS: 10/14/03 PROJECT DESCRIPTION: ADDITIONS&ALTERATIONS TO THE BAKER RESIDENCE 521 SHOOT FLYING HILL ROAD CENTERVILL,MASSACHUSETTS COMPLIANCE:Passes Maximum UA=670 Your Home UA=623 7.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 2440 30.0 0.0 85 Wall 1: Wood Frame, 16" o.c. 3830 15.0 0.0 244 Window 1:Vinyl Frame:Double Pane with Low-E 408 0.320 131 Door 1: Solid 89 0.270 24 Door 2: Glass 165 0.320 53 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1840 19.0 0.0 86 Boiler 1: Other(Except Gas-Fired Steam), 85 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in RES checkVersion 3.5 Release I (formerly MECchecl and to comply with the mandatory requirements listed in the RES checklnspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Stan, r sign Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater design load as speci ed in Sections 780CMR 1310 and J4.4. S Builder/Designer _ Date Na 8205 YMPTON c� e� �'✓l:�r MASS. PG�J (Ty OF rhPSS REScheck Inspection Checklist Massachusetts Energy Code RES checkSoftware Version 3.5 Release 1 d DATE: 10/15/03 PROJECT TITLE: ENERGY REPORT Bldg. Dept. Use Ceilings: ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor: 0.270 Comments: [ ] 2. Door 2:Glass,U-factor: 0.320 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Boiler 1: Other(Except Gas-Fired Steam), 85 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture { and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.571bs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. r 1 [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed f using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. ° [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: i [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ) Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool-pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed.water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 4 UPDATE PERMIT RECORDS : ADD CHANGE DELETE PRINT FEES HELP END CHANGE RECORDS IN PERMIT TABLE PENTAMATION----------------------------------------------------------- 07/08/04 PERMIT NO., 72383 PARCEL ID 193 049 521 SHOOTFLYING HILL RD .PERMIT TYPE BADDI BUILDING PERMIT ADDITION DESCRIPTION CONVERT GAR/RENOV KIT, BATH RMS/REPLACE WINDOW STATUS C COMPLETED APPLICATION DATE 10/21/2003 DATE ISSUED 10/21/2003 EXPI.RATION, DATE DATE COMPLETED MASTER PERMIT VARIANCE VALUATION 83264 . 00 BOND 0 . 00 CONSTRUCTION TYPE 434 GROUP TYPE 1 CONTRACTORS OWNER PROPERTY OWNER ARCHITECTS/ ENGINEERS/OTHERS ENTER Y IF ALL ARE CORRECT OR N.TO REENTER LEAVE BLANK FOR NON-PROPERTY RELATED PERMIT. CTRL-I FOR HELP. ti J x TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ��3 Parcel ® f '.. ', l� rrPerm � � Health Division l o,/?/a3 /fT�2, 3 ^'''► �'n.1 Date Issued Conservation Division —Ty I G3 pk)C S`c3 "i 24S P1GN ��}� f 1A3 a Application Fie Taz Collector ' : / "f� ��/ Permit Fee,, �' 77 Treasurer SEPTIC SYSTEM MUSS'EE Planning.Dept. W'STA'LED IN COMPLIANC TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE ANC Historic-OKH Preservation/Hyannis TORN REDULA,7I06'IS Project Street Address rJo� NOCS u� a Village , .&�,Jx` e Owner Y f ICa��L. (�,k.Et" Address'sa Telephone Inl a 11 Permit Request r Square feet: 1 st floor: existing_ proposed 2nd floor: existing proposed 1300 Total new O� Zoning District Flood Plain Groundwater Overlay Project Valuation I SOO Construction Type�ECnndea 1 Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Q( Two Family ❑ Multi-Family(#units) /' Age of Existing Structure (Q Historic House: El Yes ®No/ ❑ ®On Old King's Highway: Yes No Basement Type: lFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Ism SG' 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: I(Gas ❑Oil ❑ Electric ❑Other Central Air: ID 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 40 If yes,site plan review# Current Use Proposed Use I 'BUILDER INFORMATION �Iark. Name I� �lY1�r Telephone Number ��� ' J7 ok Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE _DATE 1 , 10�2 � y FOR OFFICIAL USE ONLY PERMIT NO n` DATE ISSUED - s 7 rvtAP/PARCEL NO. ADDRESS VILLAGE -� r OWNER r DATE OF INSPECTION: } i FOUNDATION 6 2- 41. i FRAME t - INSULATION FIREPLACE lz ' ELECTRICAL: ROUGH FINAL M PLUMBING: ROUGH FINAL.: + Y -� GAS:' ROUGH '--'1 ' • FINAIU f FINALIBUILDING, ( DATE CLOSED OUT ASSOCIATION PLAN NO. 4 t The Commonwealth of Massachusetts Department of Industrial Accidents F _ 600 Washington Street Boston,Mass. 02111 Workers'Com ensation Insurance Affidavit-General Businesses MEM ar name: .. citffla,:�&6Q\1 Vvate: �Yw I Q I— wor4te location(full address): I am a sole proprietor and have no one Business Type: 0 Retail❑Restaurant/Bar/Eating Establishment working in any capacity. ❑Office❑ Sales(including Real Estate,Autos etc.) ❑I am an ern loyer with employees(full&part time). ❑Other /% %%%%%%/%%// /%/%%%%%%%�%%%�%�/�%%%/�//%%%%%�/%%%/%/ I am an employer providing workers'compensation for my employees working on this job. company name: address: .... city: pbone insurance.co: I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: companv name: address. city:.. phone insurance co. olic ,# comoauy name: address cityr.. Phone#c insurance so. Failure to secure coverage as required under Sectio 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonmen well as civil enalti m th form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this s ment y e fa rded th Office f Investigations of the DIA for coverage verification. I do hereby e u de a pains a enalti s of perjury that the information provided above is true and Corr ct. Si�,nature Date �(��_�� Print name tr l� Phone# O ���O f� '1 official use only do not write in this area to be completed by city or town official city or town: permit/license# []Building;Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office E []Health Department . contaet person• phone#; ❑Other (mvised Sept 2003) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association,corporation'of other legal entity, or any fwo or more of d ih a¢'oint ent rise and includin -the legal r resentatives of a deceased employer, or the"receiver or , the foregoing'engage J �P g g eP trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. I Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would lice to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. ' The Department's address,'telephone aud`fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Me of Imsflgatlens 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext.406 e! ofE, . Town of Barnstable Regulatory Services 9$ LE, Thomas F. Geller,Director �A 1639. k,� Building Division TFD hSA� . Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 • Fax: 508-794-6234 Office: 508-862-4038 !, Permit no. Date AFFIDAVIT HOME IlaROVEMENT 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 adj acent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work^^6C ,1 Estimated Cost Address of Work: �h06� ►N �-r-�� �� "� Owner's Name' ► K�1�__ �'� Date of Application �c�;___ I I hereby certify that: Registration is not required for the following reason(s): MWork excluded by law []Job Under S 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 EYOROVEMENT 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 na RegistrationNo. t C Date Owner's Name RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00Jy� Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= 04 tot x.0031= plus from below(if applicable) ALTER.ATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck _x$30,00= (number) Fireplace/Chimney _x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee projcost r pp11 T Town of Barnstable Regulatory Services Thomas F.Geller Direc • s�xrrsr�+si.E, for MAM 9� 3L619. ,•� Building Division HIED �� Tom Perry,Building Commissioner 200 Main Street,`Hyannis,MA 02601 iffice: 508-8624038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION l Please Print DATE: p I o JOB LOCATION:. T TU L A 1 number tr t village , "HOMFAWI�lER": `�•Z3�- 617 50=• t0co name home phone# work phone# CURRENT MAMIING ADDRESS: f A11.1 DIA O 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 andlor farm structtiies: 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 dersi d` meowner" ertifies at he/she understands.the Town.of Barnstable Building Department..; ec ' proce s and re ements and that he/she will comply with said procedures and r nts Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION .The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix 0, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This ladk 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. 4 � , Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code UScheckSoftware Version 3.5 Release Id Data filename: C:\Program Files\Check\REScheck\BAKER.rck PROJECT TITLE:ENERGY REPORT CITY: Centerville(Barnstable) STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 10/15/03 DATE OF PLANS: 10/14/03 PROJECT DESCRIPTION: ADDITIONS&ALTERATIONS TO THE BAKER RESIDENCE 521 SHOOT FLYING HILL ROAD CENTERVILL,MASSACHUSETTS COMPLIANCE:Passes Maximum UA=670 Your Home UA=623 7.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 2440 30.0 0.0 85 Wall 1:Wood Frame, 16"o.c. 3830 15.0 0.0 244 Window 1:Vinyl Frame:Double Pane with Low-E 408 0.320 131 Door 1: Solid 89 0.270 24 Door 2:Glass 165 0.320 53 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1840 19.0 0.0 86 Boiler 1: Other(Except Gas-Fired Steam),_85.AFU.E- COMPLIANCESTATEMENT:_-The-proposed building design described here is consistent with the building plans,-specifications; ' and other calculations'submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in RES checkVersion 3.5 Release,Id (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building, and the cooling load if appropriate,has been determined using.the applicable S sign Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater design load as speci ed in Sections 780CMR 1310 and J4.4. GAS % ti S Fy Fc� Builder/Designer Date ® N y No.8205 �%r0 YMPTON cp al 2 MASS. GrJ < <TN OF�APSSP REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.5 Release I DATE: 10/15/03 PROJECT TITLE:ENERGY REPORT Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16" o.c.,R-15.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors;describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor: 0.270 Comments: [ ] 2. Door 2:Glass,U-factor: 0.320 Comments: - Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Boiler 1: Other(Except Gas-Fired Steam), 85 AFUE or higher Make and Model Number Air Leakage: ; [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. f [ ] When installed in the building envelope,recessed lighting fixtures v -shall meet one of the following requirements: - 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture -s and ceiling cavity and sealed or gasketed to prevent air-leak o the unconditioned space; ..r M_ W { _ 2. Type IC rated,in accordance with Standard ASTM E 283,wiftf more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.571bs/ft2 pressure difference and shall be labeled. �. Vapor Retarder: ' Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. r [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. r � Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% _ of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluid_s below 55 °F must be insulated to the levels in Table 2. 77 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up tb 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 .1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1..5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) ZG t �.� FM� + ,. r' Y •. a / T^'� 1;y• ' ...y. j ,- ". i...✓ { -t. i t Y t l- - ll`V`1{r/ IS ���.� .... ��`.�. 1 1 �� CY/.A+�� M•+..I..a x "�r { � { r ��/J 1 f �s* t'. I � V � i p ' ,+..., i{vt:° t-.t �-3 '� .f_ � r�.t�..�. �..�+"] � ��r 7 • �•.. � y� �,,. ,�.�, ,y jy'r,l'. ,S t �.+i � '•/re � s . : Y i t f .r y r Jill t yr 7r 1 4 } r 1 j _ ' { ` t t �. i ' e '_, I ' .1 1 t � t t I'L )) � t � '` u� I t t ,• E Y-k .� Y ) � ♦ r _.'Y j t � t � r + � `` ! � � t r tit � s-, � � `•�°' 1.� r i + L .t � �q.� t L 71. Y L 1. .t:t.� ;� ..-. _...t�..r�_,.._ya.t n_,.tr-t.-� �4-�-"�'Y^'�^�-X" r .r A t��----�-'�•- �+ L l �4-- '•-^--x-� r 1Al4 { dt j � AA 4AA,p; i'.. } r ;4.,., I i r,.•.., r _r M :r , t OF :fA'.44WILUAW r f �EQTIFIED pl:bT Pl_•%�lJ. BB"y�l_ .•��r f. ',fly � 1 ! ' , I `/ }'� ._ OW � ' �/ V� � 1.:bGATi I�.�. r .. CWZ.TIFY.- ;THAT' TI-��;�UU�AI�uiJ 5�1 ctt 4 -- aEQEa►.l GO�t/IPL.VG „"W ITF1 Ulixe T'6 A.�.la SET� GI�". ELi I I 1�/�,'i .; .5UlJ� C�,, '1'7. Z c W�.i cs .. ���•3� t�l r I r .: :.LA.wtt7 'Su2uGYo.R /� STEg.V%L 1 "1-5 G�..AW lS LIOT eA.SE'c� { Ft1cJ.e�EIJ SU2VC.�{ Tlafr OFF (�, S(�o � QRRL.IGm.r,•:�T _ + wr L- u t.ca To DeT'Ceh+l N� . i}�-V LI ht�--�� . G�3 �D b�5 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map` , J Parcel Permit# 1 S Health Divisionp6cs4NC �(/ Date Issued Conservation Division e1d� �, JQov Z3I 03 u/�`� 3 ) tSL Fee 3C) r Tax Collector Treasurer Planning Dept. a0 Checked in By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis Project Stropt Address �q®o� /i Irt G �I l I 1 A VillageN�evv'J Owner M VAet-4 CWO., I(,4I&-e Address r Telephone S-0 3(0C-) Permit Request IC O VX 1-.,) s,� x ZZ Square feet: 1st floor: existing proposed 2nd floor: existing proposed __ Tot ewe, Valuation c Q0(l Zoning District Flood Plain Grou ater Ov,Qrlayco Construction Type—P �7-vra44,e Lot Size f�� Au-,r2e Grandfathered: ❑Yes ❑No If yes, attach supporting do umentat"ra�. >. r .10 M Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure /C// -/ ? Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No ? Basement Type: %Full ❑Crawl ❑Walkout _❑Other Basement Finished Area(sq.ft.) I,"6 Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing 3 new Total Room Count(not including baths): existing new First Floor Room Count S-- Heat Type and Fuel: Aas ❑Oil 0 Electric ❑Other Central Air: Yes ❑ No Fireplaces: Existing , New Existing wood/coal stove: ❑Yes ❑ No E Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:O existing Cl new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial 0 Yes--- -A No If yes, site plan review# Current Use Proposed Use f -e_ v',VULIDER INFORMATION Name ft ed l O t BftVcP,(Z_ 'Telephone Number Address ( ly Ic T bL-icense# r r C-so1�;� —UVw,—, Home,.lmprovement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY 4 F1 A.. PERMIT NO. DATE ISSUED ' r h , MAP/PARCEL NO. ^ ADDRESS VILLAGE ' OWNER DATE OF INSPECTION: Y FOUNDATION C5 FRAME i Z INSULATION W, f FIREPLA w 1 ELECT ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ' DATE CLOSED OUT . ASSOCIATION.PLAN NO. The Commonwealth of Massachusefts Department of Industrial Accidents Office.of Invesdgations, 1_90 600 Washington StreetBoston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Ap�lican#Information Please Print Legibly Name(Businessiorgani'atiowlndividual) Nut , Address: 5,Dl City/State7Zip• Vti , 1 Phone#: r� : 310� - 0 Lt Cl Are you an employer?Checkthe appropriate box:. Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6..❑New construction employees (Ea and/or part time).* have hired the sub-contractors 7 listed on the attached sheet # ? ❑ Remodeling m 2.❑ I a a sole proprietor or parer- . ship and have no employees These sub-contractors have .8. ❑ Demolition working for mein any capacity. workers' comp.insurance. g• ❑ Building addition ZIamuia rkers' comp.insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or.additions d.] officers have exercised their 3. homeowner doing all work right of exemption per MGL 1'1.❑ Plumbing repairs or additions myself.-[No workers' comp. c. 152,§1(4), and we have no � 11DIRoof repairs insurance required.] t employees. [No workers- _. comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their._workers'compensation policy' ormatiou 'e t Homeowners.who submittbis affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such tContracturs that check this box must attached an additional sheet showing the nine of the sub-contractors and their workers'•comp:;policy-information. I am an employer that is providing workers compensation insurance for my employees.'Below is the policy and job site, information. \ Insurance•Conipany 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 cari lead to the imposition of criminal penalties of a fine up to$1,500,.00 and/or one-year imprisomnent, as well as,civil penalties in the form of a STOP'WORK ORDER and a fine of u.p to$250.00'a day aga• the violator. Be advised that a copy of this statementmay ire forwarded to.the Office of . Investigations of the D for insurance coverage verification. I do hereby certiflund a pains and pe(nalt�ies of perjury that the information provided ove is true and correct. Si atare: `� o��`— Date: Phone#: 62 L L Official use only. Do not write in this area,to be completed by city or town official City or Town: Perniltlhicense# 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#: I rmation and Instructions. nfo r vide workers' compensation for their employees. Massachusetts General Laws chapter 152 requires all employerson is the service of another under any contract of hire, Pursuant to this statute, an employee is defined as"...every p express or implied,oral or written." ; erg , , association,qarpora#on or other legal entity,or any two or more An employer is defined U _an ind �.P ' the legal representatives of a deceased employer,or the of the foregoing•engaged in a joint enterprise, and including g eP artn association or other legal entity, employing employees. Howev..er:tlte receiver or trustee of an individual,pbzP� owner of a dwelling house having not more than t rsons to do apartments �R' on or repair wo on sho resides therein,or.the uch dweIling house dwelling house of another who employs pehe 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 perms to operate a business or to construct buildings in the rommonweaitli for any a plicant who has not produced acceptable evidence�of compliance��npz insurance pcoverage hti�subedigvi�sions shall p ter 152, 25C states `Neither due co Y Additionally,MGL chap .. § (� enter into any contract for the performance of public work un acceptable.'evidence of compliance with the insurance iequiremezrts of-this chapter have been presented to the contracting authority. 17 . Applicants . . . ' Please fill out the workers' comppensation affidavit completely,by checking the�boxes witthh th�leir ce to ate(sof nand, necessary,supply sub-contractor(s)name(s), address(es) and phone mum () g insurance. Limited Liability Companies(LLC)or Limited Liability n insurance. If Partnerships LP)an with or L employe does ha es Cher than the members or p artaers) are not required to carry workers,affidavit ma be submitted to the Department of Industrial required. Be advised that thisY employees, a pohcy� e4 Accidents for confirmation of insurance coverage..fAlso thabe sure e it or license to sip eiis being requeessted,not the Department of be returned to the city or town that the applicationP ' ents. Should you have any questions regarding the law or•if you are required to obtain a workers° ccidenter.-their.. dustrial A anies should In policy, lease call the Department at the number listed below.. Self-insured comp ation ,P compens p Y. self-insurance license number on the appropriate lime. City or Town Off cials . Please be sure that the affidavit is complete and printed legibly. The Department has Provided a space at the bottom e event the Office of Investigations has to contact you regarding the applicant of the affidavit for you to fill out in th Please be sure to fill in the Permut/hcense 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 o marked by flee city or applicant should te"all town may be provided to the or town)."A copy of the.affidavit that has been officially stamp applicant as pjoof that a valid affidavit is.on file for;fature permitP•or'licenses..Anew affidavitmust be filled out each year,Where a home owner or citizen is obtaining a license or permit not r any b�ess�a�mmeTci�venture year, (ie a dog license or permit to bum leaves etc.)said person is NOT requiredcomplete The Office of investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and.fax number. The Commonwealth of Massachusetts , - Department of Industrial.Accidents Office Q;f Investigations - 600-Washingion Street . M Boston, A 02.111.- Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 5-26-05 wWw,mass.gov/din Town of Barnstable ' Regulatory Service: s yMasB Thomas F.Geiler,Director' 39. 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 / - // 0(2 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: C�P(_1c. ��d=X-� Estimated Cost �Un Address of Work: l S�/100+ Owner's Name: owt d C 1 L 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 alowner 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. Me . 6114"leo- Date Owner's Name Q:forms:homeaffidav i Town of Barnstable OFtl1E T� Regulatory Services Thomas F.Geiler,Director Building Division s639• ,0� Tom Perry,Building Commissioner 200 Maier Street, Hyannis,MA 02601 www.town.barnstable.ma.us Nice: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print j DATE: JOB LOCAnON�`ig�— 0[J ���dl Ce t I\ � P village number street) ,HOMEOWNER`: N,�CAea VE,rml c2., �c�QL`(oL— ��(J name -home phone# work phone# CURRENT MAII,lT1G 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 inspectiorrprocedures and requirements and that he/she will comply with said procedures and re nts. Sign 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 persons)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 personas 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 town& you may care t amend and adopt such a form/certification for use in your community. Ap N RING NOV 2 5 2003DATE 261 / PROJECT LOCATION M 1 521 Shootflying Hill Road 6 1 CSC Id BARNSTABLE CONSE N — , 36.82 GIS MAP ' Mqq .3 = 3 ++ 5 APMox. V" y 0 s, � p PESCE OWL a� I--- � 40, IV � AP Lake Wequaquet 0 Pesce Engineering & Associates 451 Raymond Road -/ (,�MjkP Plymouth, MA 02360 t I t �( F E i t CA- ell G � x � • (r I 4 4 ; _ Y I _ j I j { i -ofTME,�� The Town of Barnstable BARMSTABLF- Department of Health Safety and Environmental Services MASS. o, f679• `em o m Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: ( \��i,a� 2y Ma /Parcel: d `� a P 1 3 "1 Project Address: Z � I I l� Builder: D h —y The following items were noted on reviewing: cy q. Reviewed by: Date:. ^� q:buil ding:forms:review RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE o� New Buildings,Additions $50.00 _ Alterations/Renovations $25.00 Buil$ing Permit Amendment $25.00 _ FEE VALUE WOPMHEET NEW LIVING SPACE square feet x$96/sq.foot= `( x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq. ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00 (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00:= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee 2 . OFINE r Town of Barnstable P Conservation Commission H"' STASIX AM Mass. 200 Main Street M v�Ar�16.19. $ Hyannis Massachusetts 02601 Office: 508-862-4093 E-mail: conservation@town.bamstable,ma.us FAX: 508-778-2412 Certificate of Compliance — Form C Please check the appropriate box. Enter n.a. if not applicable. Compliant Non- File No. SE3- Com liant El Ei Work limit line was not exceeded by any alteration or cutting. A certified foundation plan was submitted to the Conservation Division. Before and after photographs of the undisturbed buffer were submitted to the Conservation Division. ElNo plan deviations within the 50' setback from resource area. No plan deviations between 50' and 100' of the resource area. Areas disturbed during construction have been revegetated. Mulching is not a substitute for vegetation. Drywells or gravel trenches were installed. Landscaping or vista pruning was done in consultation with Conservation staff Work limit markers (wood stakes) remain in place. Pool disinfection is by ozone injection Post-dredge bathymetric survey was submitted Piers, ramps, floats and outhaul pilings are the permitted size, shape and configuration Piers,ramps and floats in storage are the permitted size, shape and configuration This checklist does not relieve applicants and their representatives from compliance with other general and special conditions of the Order of Conditions. Please describe all deviations in your request letter. Please submit this completed checklist with your written request for a Certificate of Compliance and your check of $50 made payable to the Town of Barnstable. Representative's Signature Date QAConservt\DEPF0RMST0RMC.doc rev:4/11/2002 oFt r Town of Barnstable Conservation Commission MASS. 200 Main Street 9�A M6 ,eg Hyannis Massachusetts 02601 Office: 508-862-4093 FAX: 508-778-2412 Enclosures to be returned to the Conservation Commission 200 Main Street Hyannis,MA 02061 Dear Applicant: Please find attached Forms A,B and C referenced in the Special Conditions Section of your enclosed Order of Conditions. • Forms A and B must be fully executed and returned to the Conservation Commission prior to the start of work. • Form C must be executed by your agent at the time a Certificate of Compliance is requested,once work is complete. Thank you,for your attention to this detail, and for your anticipated compliance with your Order of Conditions. Please call us with any questions. Sincerely, Rob Gatewood Conservation Administrator q:forms:fonnret Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions sE3-4205 M" Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII D. Recording Information (cont.) Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. To: Barnstable Conservation Commission Please be advised that the Order of Conditions for the Project at: 521 Shootflying Hill Road, Centerville SE3-4205 Project Location DEP File Number Has been recorded at the Registry of Deeds of: Barnstable County Book Page for: 'Bk 17998 P'9 100 OL137859 12-04-2003 & 02=16P Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land,the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: Document Number Signature of Applicant Wpaform5.doc•rev.1214/03 Page 7 of 7 Massachusetts Department of Environmental Protection :.Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions SE3-4205 Massachusetts Wetlands Protection Act M.G.L. c. 131, 40 rfD�s � Provided by DEP and Town of Barnstable Ordinances Article XXVII A. General Information Important: When filling From: out forms on Barnstable the computer, Conservation Commission use only the tab key to This issuance if for (check one): move your cursor-do ® Order of Conditions not use the return key. ❑ Amended Order of Conditions To: Applicant: Property Owner(if different from applicant): Mark&Carol Baker ; Name P.O. Box 71 Name Mailing Address Marstons Mills MA 02648 Mailing Address City/Town State Project Location: Zip Code City/ State Zip Code 1. 521 Shootf lying Hill Road Centerville Street Address 193 City/Town Assessors Map/Plat Number 049 Parcel/Lot Number 2. PTOPe-dy feserded at the Registry of Deeds for. Barnstable 17620 County 24 Book Page Cert ficate(it registered land) 3. Dates: November 4, 2003 November 25, 2003 P Date Notice of Intent Filed Date Public Hearing Closed QED 0 4 7001 Date o f Issuance 4. Final Approved Plans and Other Documents (attach additional plan references as needed): Revised Site Plan Title Nov. 23, 2003 Date Title Date Title Date 5. Final Plans and Documents Signed and Stamped by: Edward L. Pesce, PE Name 6. Total Fee: $110.00 (from Appendix B:Wetland Fee Transmittal Form) form5.doc•rev.1214/03 I Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions SE3-4205 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP and Town of Barnstable Ordinances Article XXVII B. Findings Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: ❑ Public Water Supply ❑ Land Containing Shellfish ® Prevention of Pollution ❑ Private Water Supply El Fisheries ® Protection of Wildlife Habitat ® Groundwater Supply ® Storm Damage Prevention ® Flood Control Furthermore,this Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: ® the following conditions which are necessary, in accordance with the performance standards st forth in the wetlands regulations, to protect those interests checked above. This Commission orders that II work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: ❑ the proposed work cannot be conditioned to meet the performance standards.set#a�tia ir+the wetland r ions taprotect those irterests checked above. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). General Conditions (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. torm5.doc•rev.12/4/03 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions SE3-4205 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 ProvidedbyDEP and Town of Barnstable Ordinances Article XXVI1 B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date unless either of the following apply: of this Order a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less years, the extension date and the special circumstanc than five years,from the date of issuance. If this Order is intended to be valid for more than set forth as a special condition in this Order. es warranting the extended time period are 5. This Order may be extended by the issuing authority for one or more periods of up to three e upon application to the issuing authority at least 30 days prior to the expiration date of the Order. each rs 6. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of the affected property. In the case of recorded land, the Final Order shall also be noted in the of title Registry's Grantor Index under the name of the owner of _ be done. In the case of the registered land, the Final Order shall also ob be on the ch the Land Court is to Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of Work. 9. A sign shall be displayed at the site not less then two square feet or more than threes square fee 'q t In size bearing the words, "Massachusetts Department of Environmental Protection"(or, "MA DEP") "File Number SE3-4205 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition #12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing new Notice of Intent. n g of a 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of an data deemed necessary by the Conservation Commission or Department for that evaluation. y =5.doc•rev.12/4/03 Massachusetts Department of Environmental Protection 8 . Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions SE3-4205 A �0� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP rfn wa'�" and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be.maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. see attached Findings as to municipal bylaw or ordinance Furthermore, the Barnstable hereby finds (check one that applies): Conservation Commission ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: Municipal Ordinance or Bylaw Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically: Article 27 of Town Ordinances Municipal Ordinance or Bylaw Citation The Commission orders that all work shall be performed in accordance with the said additional conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. Wpaform5.doc-rev.12/4/03 __ Page 4 of 7 SE3-4205 Baker Approved Plan=November 23,2003 Revised Site Plan by Edward Pesce;PE Special Conditions of Approval I. Preface Caution:Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a stop work order,fines,requirement to remove unpermitted ` structures,requirement to re-landscape to original condition,inability to obtain a certificate of compliance, and more. The General Conditions of this Order begin on page 2 and continue on pages 3 and 4. The S ecial Conditions are contained on pages 4.1,4.2 and 4.3 if necessary.All conditions require your compliance. II. Prior to the start of work, the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition number 8 (recording requirement)on page 3 shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of. Conditions and approved plans (and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A'and B shall be completed and returned to the Commission prior to the start of work 3. General Condition 9 on page 3(sign requirement)shall be complied with. 4. The Conservation Commission shall receive written notice 1 week in advance of the start of work. 5. The work limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer. 6. Staked strawbales backed by trenched-in siltation fencing shall be set along the approved work limit line. Effective sediment controls shall remain until the site is stabilized with vegetation. 7. A sequence of color photographs showing the undisturbed buffer zone shall be submitted to the Conservation Commission. Note: the strawbales and siltation fence must show in the foreground (or bottom of the photographs. 4.1 8. For deck shower covered entry and shed,a revised site plan shall be approved prior to any work. This plan requirement does not include work on the 2nd story addition. III. The following additional conditions shall govern the project once work begins. 9. General conditions No. 12 and No. 13(changes in plan)on page 3 shall be complied with. 10. General condition No. 17 (maintaining sediment controls)on page 4 shall be complied with. 11. The work limit shown on the approved plan shall be strictly observed. 12. There shall be no disturbance of the site, including cutting of vegetation, beyond the work limit. This restriction shall continue over time. 13. The Conservation Commission,its employees,and its agents shall have a right of entry to inspect for compliance with the provisions of this Order of Conditions. 14. This permit is valid for 3 years from the date of issuance, unless extended by the Commission at the request of the applicant.Caution: a future Amended Order does not change the expiration date. 15. Drywells or graveled trenches along the drip lines shall be installed to accommodate roof runoff. 16. No CCA or creosote-treated material,shall be used for the deck. 17. No area shall be left unvegetated for more than 30 days. All areas disturbed during construction shall be revegetated immediately following completion of work at the site. Mulching shall not serve as a substitute for.the requirement to revegetate.disturbed areas at the cOuclusion of work. 18. Herbicide,pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If fertilizer is used,only slow-release low-nitrogen phosphorus fertilizer shall be applied. Over-fertilizing shall be avoided. IV. After all work is completed,the following condition shall be promptly met: 19. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the reauest for a Certificate of Compliance Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor, a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation,if any,exists with the record plans approved in the Order shall accompany the request for a Certificate of Compliance.At the time of the request for a Certificate of Compliance. an u dated srAuence of color photographs of the undisturbed buffer zone shall be also submitted. p 4.2 Massachusetts Department of Environmental Protection o� :Bureau of Resource Protection - Wetlands DEP File Number: > srB WPA Form 5 - Order of Conditions SE3-4205 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP fG MA'S' and Town of Barnstable Ordinances Article XXVII B: Findings (Cont.) Additional conditions relating to municipal ordinance or bylaw: see attached This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions#4,from the date of issuance. Date This Order must be signed by a majority of the Conservation Commission.The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office (see Appendix.A).and the property owner(if different from applicant). Signatures: On Da Of y Month and Year before me personally appeared to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed. Notary Public ----------------------- , My Commission Expires This Order is issued to the applicant as follows: ;&by hand delivery on ❑ by certified mail, return receipt requested, on DEC 0 4 2003 Date �; Date iaform&doc•rev:11/24/03 Paoa 5 M 7 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: > A8 _ WPA Form 5 - Order of Conditions S E3-4205 Mass. � Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP and Town of Barnstable Ordinances Article XXVII C. Appeals The applicant,the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, §40) and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. D. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. f wnstable Conservation Commission Vpaform6.doc•rev.12/4/03 Page 6 of 7 Massachusetts Department of Environmental Protection 1' Bureau of Resource Protection -Wetlands DEP File Number WPA Form 5 - Order of Conditions SE3-4205 pjfi6:1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP and Town of Barnstable Ordinances Article XXVII D. Recording Information (cont.) Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. - -------------------------------------------------------------------------------------------- To: Barnstable Conservation Commission Please be advised that the Order of Conditions for the Project at: 521 Shootflying Hill Road, Centerville SE3-4205 Project Location DEP File Number Has been recorded at the Registry of Deeds of: Barnstable County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land,the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: Document Number Signature of Applicant Wpaform5.doc•rev.12/4/03 Page 7 of 7 Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.5 Release Id Data filename: C:\Program Files\Check\REScheck\BAKER.rck PROJECT TITLE:ENERGY REPORT t CITY:Centerville(Barnstable) STATE: Massachusetts HDD:6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 10/15/03 DATE OF PLANS: 10/14/03 PROJECT DESCRIPTION: ADDITIONS&ALTERATIONS TO THE BAKER RESIDENCE 521 SHOOT FLYING HILL ROAD CENTERVILL,MASSAC14USETTS COMPLIANCE:Passes Maximum UA=670 Your Home UA=623 7.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 2440 30.0 0.0 85 Wall 1:Wood Frame, 16" o.c. 3830 15.0 0.0 244 Window 1:Vinyl Frame:Double Pane with Low-E 408 0.320 131 Door 1: Solid 89 0.270 24 Door 2: Glass 165 0.320 53 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1.840 19.0 a 0.0 86 Boiler 1:Other(Except Gas-Fired Steam),85 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in RES checkVersion 3.5 Release I (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this buildin ,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the de. e HVAC equipment selected to heat or cool the building shall be no greater design load as specified in ect 780 MR 1310 and J4.4. Q �S�pM S Fy/TFc� Builder/Designer Date �N No.8205 LYMPTON c� !, MASS. �J Fq(TH OF'MPSSPG F REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.5 Release ld DATE: 10/15/03 PROJECT TITLE:ENERGY REPORT Bldg. Dept. Use Ceilings: [ J 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16" o.c.,R-15.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor: 0.270 Comments: [ ] 2. Door 2: Glass,U-factor: 0.320 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Boiler 1: Other(Except Gas-Fired Steam),85 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283,with no more than 2.0 cfin(0.944 Us)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.571bs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented fi•amed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Ducts shall be insulated per Table J4.4.7.1. I Duct Construction: [ ] I All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I Heating and Cooling Equipment Sizing: [ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. ,It - , '. I Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) ti 1k TOWN OF BARNSTABLE Permit No.� - - ---- -_ Building Inspector"i""" Cash oeA,ego. �► ------------------- '!0 Y0.1�\ OCCUPANCY PERMIT Bond __--_-----_- "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to r�---ro nlA.le�7!--tandro Address Old Stage Road, "�-;-ervil.le '.le g P Inspection date /f Wiring Inspector ? Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. ...................................................... 19......__ ........................................ ........................................................................ Building Inspector THE TOWN OF BARNSTABLE Permit No. 1 Building Inspector ��ST� YPY. Cash --------------- — �0 YPY l. it/� OCCUPANCY PERMIT Bond _..... "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to Ganaro D 1 Alossondrp Address Old wtago Road, Contorvillo 521 Shoat F3yiM Hill Roads Contcrvillo 5 Wiring Inspector CY f Inspection date Plumbing Inspector 1� �fw /A Inspection date Gas Inspector Inspection date - Engineering Department Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. " .......................�...... ............., 19 `/` Building Inspector Assessor's map and lot number Sewage',Permit number ...........................4 ............................... TOWN OF BARNSTABLE y�f THE i Zma TLDLE; i MALL o aYa�•� -BUILDING INSPECTOR y. APPLICATION,FOR'PERMIT TO .............. .....i..�.......>•Id `. ....�k....�i5.- t............................................... ` TYPE OF CONSTRUCTION ..........0 k n' ..... �n p -1 ................................................................................. ` ................................................t 19. TO THE INSPECTOR OF BUILDINGS: - — The undersigned hereby applies for a permit according to the following information: Location . f.lrt(?'C�.......'1-��.��J 1 'L �. t\� t'fhJ .......................................:.................................................... ..... ............................................... Proposed Use .......ON t-, f-�^,$I 1 1"1 F% ��1'�, t !fit:. ............................ ............... ............ , Zoning District .........................Fire District ..Qw IF t)/1-kk- _ oS T�ta,L,Lk Name of Ownerif.?>..... !... O............Address ....i'�/3..© . ... !1 ....K�U!1[ - r �ulv►p(JILC _..... ... ...... .. .. ............ ..... ......... .. ... Name of Builder ........ ........��.... .i.....rz......�..►.s...r...s..............Address .....Pa .�.......�.....0..`.T..-u...��1..//.................................. Name of Architect .. J . 5CAddress .., : .......r.�..,,�.rf..••FU,� ..................................................................... Numberof Rooms ......r....................;.......................................FoLndation .,............................................................................ Exterior iQ�, Sf-�+f.(sa 4--. Roofing T.'................................................... ..................�:...'. .�:K-:............... .......I s P„(�?f:..... Floors �Ak Q P- 4-- .........................................Interior .......�: Fd'1:�ecK. ............�:.............I.....k. ....................................................................... Heating ..............................................:...................................Plumbing .................................................................................. Fireplace ..................................................................................Approximate Cost .................................................................... Definitive Plan Approved by Planning Board ----------------------_________19--------. Area ......... .................... o Diagram of Lot and Building with Dimensions .......... ................................. SUBJECT TO APPROVAL. OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town.of Barnstable regarding the above construction. Name .... ......................................................... 0"Almmmmmadro° Genaro MIMI ' + . ^ A=193~49 / , ^ 19920 ' No y^ Permit- for.............. ___.. � _ , single family dwelling .^-----------------..=------. . ' ' 521 Shoot F Bill Road Location ................................................................. i ' . Centerville --------------------------' ' ~ ��nmrm l�"Alewmaodzo Owner ---------------------- ` . Type ofConstruction f�ame � . � . ...................................... �' . . Plot - ' . r=,mn Granted -' Date of Inspection . . . . . ' --- Completed_ ' . . PERMIT REFUSED . ' . ' . \ x —_--. —.—.------- . / ` ^—.—.----�---.—. ----..------ ' . � ----.------..-- ................................ . ' \ ` roved App _--------------. lg ` ^ � --'-----------------------.. ' . . -------`---.---------......—, ` � . � ^ ' Assessor's map and lot number t i SEPTIC SYSTEM MUST BE OJ INSTALLED.IN COMPLIANCE cr: Sewrag WITH e-Permit number ................................... .............. .. ARTICLE If STATE SAKI Y - o�T*E Tom _ TOWN OF B A R Nc '° TOWN v i +J : v3 y . i B $TADLB i Y " M f RH,�DINO r INSPECTOR �u t„ APPLICATION'FOR .PERMIT TO .. TYKEOF .CONSTRUCTION .............NV.t�L.P. .. a? ..........................:...................................................... 3... �.......... `�c.. 3 ..............:19.. The undersigned hereby applies for a permit according to the following information: 1 Location .......... C?A: .%. J vkk........ ?............................................................................................. Proposed Use L ......rlFq. . ...../7.0. !{. .......> , >.t —... 7.00J.........:................................... Zoning District ...:.:.............:........................................... Fire District �� .�1./E L�+� D�...�V%LL E......... ........ '............. Name of Owner 5 A .A. Address ?� ...... ........ .................. ............ ...... .. ....... . Name of Builder ......1�0Aa'..Pq....iWR4 !�-SEE-�...........Address I& fJo � f9� o�.f"a..e ............................... ................................... � �1 tack s�� 7. Name of Architect .t.� ?►�Ca..............................:............Address .., ! IJ.V 1..rt..PD�i.L.....,...WAI�%................. Number of Rooms ...................AN��.........................................Foundation ...... .OJ��. Exterior ...............................Roofing ......... . .. ..... ................................................... . Floors ......0Ai-�-..k. 04rkl.4-: ..........................................Interior ...... i�DC .................................. 0— Heating c ... A �FQ ..-..OrC• ►2�$ Plumbing ......�hA��iP'� �c?J�/' ............... ..... ........... ..... ........... .... . . .. 'Poku--it- 4. ( 4zk__ 7v 000 OzFireplace .......... ........................ ................... Approximate Cost ......: .. ........... ........................................ Definitive Plan Approved by Planning Board --------------------------------19--------. Area 0?1.:/...:[..LY. ....................... Diagram of Lot and Building with Dimensions Fe .15 '—' SUBJECT TO APPROVAL OF BOARD OF HEALTH hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .. ... ........................................................... D'Alessandro, Genaro No '19920 Permit f one story _ Tv,sj, or .1 .. _ ,single•;family dwelling .. . ....... .....-i ............... .. ...._............ 7 - `,� r Location 521 Shoot'Flying Hill Road ............................................... Centerville .................... Owner Genaro D'Alessandro •" i.- �' = TYPe*of Construction ...........frame............................... .3. "" r` ."� Plot ........ Lot ............:................... - � . � • Permit Granted February 2 .1 q 78 .....ri........ Date of Inspection .....J� . :J7. ............19 a' /'Date Completed /../. .r7y// .............'19 ►, _ .� . , A V I l/i V/ � Y •� A y� � a y r , •` PERMIT REFUSED F,...... .............- ... 19 . . ..............� 1 ' 41 yt ................... .......................................................... `,} �h .�{ / _ �• ......................:............................................... i ^ t Approved :............................................... 19 M (... .............`............................................................ x ........................................................................ ..:. f i + a { - � a { � _i •t ' � ^� j ;'w f r _ r,� } F is pv Js i �f t :� r `t ��-�`1 d �'7 sY• t {.����� 0- ..`,.,.. � `r�rt 1 1' 1 { I �i�f I' 3 I. � $.I { ." } i ; ; 9 3 _ �".: ;�' .Jk"-v�`�.,< �!! C/•)r/•f41�1 .Y p„Z 3 r 39, i T `T'a ,...:(.ieY ZZ+^,:. c . . v v ``�{j�� I •. t SS�•... _ , i Nr...r try ..1 t I r:y ,{ rn7 t. � .u. 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' 1. , ( r i�����! f ! 4 tt 1 J r, 1 ....,+.- �i`� _1�•I.�'i ':� 4 !t"c'Y'_.�"_L...},.� ^f � •--,•.-� t y 1 ,� ,L t 1 ;; i ( t { ! 4 ! i , � t Y I , F i } I' y Y�!. r x � z z f` r ' , i 3 t* '•.-! +! � d u r~ a < 117: -.:d a 1 a , I } � i„' I � � 9 r 1 ..� f I i_,� 1 1:) /{ , E t i , 7+ {t r ti a �t . y � 9 ..•: t i .. ' �, ' t ! i r � I.,Y , � � [ } .I ' I ! j.�� t { },'} I i- , ' ' r _- ' '! S..! ! 1 r ) r -• t Iy I �r 1. £ d � 'J^..i{t•'} ��1 _1 I t -i I r ! 1 y 1 ' 5 1 F,j } S r � i y 1 i r' ,, c i~ �� ��i"� . } k i i !� Y ! i -ti ` ' 1 �-I; i ° 4 u 'r.•,. _ t �TJ WILLIAM': }' +v WY Y d a :_�\. ... ' .,•,[` /'+y_ i I I., t i 1 - C�eT�F��o pLC)-r a 4, r i \'� Jv:....'er.� '- � , .. y, i (.' f .:. a i J ! ' !:i• 1 F t '. ..� �•� �! �� d��• I I: LbCA►TIoW ILLt tP TNA r TI-i�:�UQVA11ej 56.�lotiv►:� f pLAraJ R�FE2E►.tGE it -IEQEntii GOvV\PL.�ISr W tTi-a.r1r1-�� lla� 1�� {,. i au� SET3Gb "` El�Uic � �' '`b� `T�d� k. F6EA�.SG►.,� {' r ,`' 'to w u ov 1::, Y, 1 + U Nye ►�C . SvevGYortS ^'Y'�-tt5 " GiL.AtJ✓ im►.. �.1 :� 57ECZv��.1� ISS•(S WO 1545ev v d ., lt.t cJa�Ei•� SvQVc-�{ T►1� oFr~ ITS. e,140* ' AP.PI..IGA.�iT // + , tlbT.BS USED TO 1..11 : OCT-21-03 08 :31 AM JOHN T. ENGLISH ARCHITECT 781 826 0703 P. 07 1 aF , /� SECOND FLOOR CENTER BEAM BETWEEN KITCHEN&DINING AREA f'AR� e Num6er 70002`112574 2 PCs of 1 3/4" x 11 1/4" 1.9E Microllam®LVL 2M3 62544 PM .', _3 ion:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADJACENT span loading over support N 3, LDF - 1,00, Dead * Floor 5. 9ri 3 ar (lbs) -1220 -1813 3781 -3897 2815 -959 911 -567 Shea (lbs) -985 -2052 4627 -4743 3661 -1805 1150 -801 r R ction (lbs) -985 6680 8905 2955 801 ort . action (lbs) -950 6680 8905 2955 836 nt ( -Lbs) N/A -1340 6369 -8038 546 -1540 1453 ive Def ction (in) -0.025 0.127 -0.016 -0.002 otal Da ection (in) -0.032 0.1.78 -0.023 0.027 ADJACENT span loading over support 4 4, LDF = 1.00, Dead + Floor sign S ar (lbs) 510 -1589 1110 -1062 1390 -2384 3264 -1958 Shea (lbs) 1339 -2435 1349 -1301 2236 -3230 4110 -2788 r Relction (lbs) 1339 3784 3537 7340 2788 rt action (lbs) 1470 3784 3537 7340 2918 t ( -Lbs) 1149 -2647 1473 -2361 840 -5942 4975 'iVe Defliction fin) 0.012 -0.014 0.012 0.061 otal D6f Lection (in) 0.007 0.036 -0.012 0.089 Loading on all spans, LDF = 0.90 Dead Only sign S ar (lbs) -175 -769 1107 -1065 632 -436 889 -588 Shear (lbs) 59 -1008 1347 -1304 871 -675 1128 -823 r Re ction (lbs) 59 2355 2175 1803 823 zt action (lbs) 96 2355 2175 2803 860 nt IF -Lbs) 8 -2294 1812 -2037 -319 -1350 1532 TI N OPERATOR INFORMATION: AbWoks&ALTERATIONS TO THE BAKER RESIDENCE JOHN ENGLISH Zi SHOQ. FLYING HILL ROAD RED Aq�y�T JOHN T.ENGLISH-ARCHITECT tE COMMLE,MASSACHUSETTS 11 LEMUEL COBS ROAD MA F Fol PLYMPTON,MA 02367-1520 Phone:781-582-0703 Z Fax :781-582-9797 No.8205 JTEarchitect@aol.com PTON 0 J MASS. �ere yr iQht V! 03 by Trus Joist,.a Weyerhaeuser Business jh Of i�ASSP llaw i a registered trademark of Tru.s 3alst. OCT-21-03 08 :29 AM JOHN T. ENGLISH ARCHITECT 781 826 0703 P. 04 SECOND FLOOR BEAM ABOVE KITCHEN&DINING AREA ARttyrrh�mrrcr Nustnas ), sww a, 7 „zs,4 2 Pcs of 1 3/4"x 11 114" 1.9E Microllam®LVL lIWYr:2 T 5:56:46 PM . z Mon:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Gr0 : Primary Load Group ,.a 13' 10.00" 13' 10.00" ^ Ver ical Reaction Total (lbs) 2440 6919 1346 US. Ver ical Reaction Live (lbs) 1493 3961 691 >"uired Bearing Length in 1.50(W} 3.31(W} 1.50(W} US. Unb aced Length (in) 32 32 32 Loading on all spans, LDF = 1.00 Dead + Floor 00sign $ ear (lbs) 1753 -3096 2924 -1027 Malt Shea (lbs) 2194 -3546 3373 -1124 dumber R ction (lbs) 2194 6919 1124 Support action (lbs) 2263 6919 1139 ' Dent ( t-Lbs) 5799 -9352 4364 Live Def ction (in) 0.125 0.077 Total De lection (in) 0.212 0.147 ALTERNA E span loading on odd # spans, LDF— 1.00 Dead + Floor Design S ear (lbs) 1930 -2919 1475 -336 Max Shea (lbs) 2370 -3369 1664 -433 Member R action (lbs) 2310 5033 433 support eaction (lbs) 2440 5033 446 Moleent ( t-Lbs) 6772 -6905 1013 live Def ection (in) 0.190 -0.082 total De lection (in) 0.276 -0.047 UTERNA span loading on even # spans, LDF 1.00 Dead + Floor pesign $ ear (lbs) 555 -1489 2717 -1235 Max Shea (lbs) 741 -1678 3166 -1331 Member R action (lbs) 741 4844 1331 Oupport eaction (lbs) 768 4844 1346 Moment ( t-Lbs) 1570 -6481 5599 Live Def ection (in) -0.070 0.154 Total De lection (in) 0.030 0.223 Loading on all spans, LDF = 0.90 Dead Only design S ear (lbs) 732 -1312 1267 -544 Max Shea (lbs) 918 -1501 1457 -641 i"r R action (lbs) 918 2958 641 Support eaction (lbs) 947 2958 656 Moment t t-Lbs) 2409 -4035 2032 INFORM&TION,• OPERATOR INFORMATION: .AWTIO 8 ALTERATIONS TO THE BAKER RESIDENCE JOHN ENGLISH 621.SHO T FLYING HILL ROAD JOHN T.ENGLISH-ARCHITECT CENTER LLE,MASSACHUSETTS 11 LEMUEL COBB ROAD PLYMPTON,MA 02367-1520 `EpEDARC Phone:781-582-0703QM S Fax :781-582-9797 JTEarchitect@aol.com o 1 yopyrigAt A Z003 by Trus Joist, a weye rfta euser Business 1kSerollaws s a registered trademark of Trus Joist. J� F PTON �q1 OF eAA`'S� IOCT-21-03 08:29 AM JOHN T.ENGLISH ARCHITECT 781 826 0703 P. 05 � SECOND FLOOR CENTER BEAM BETWEEN KITCHEN&DINING AREA "e..'`I. sxwNumbar:70Q112574 2 PCs of 1 3/4 x 11 1/4" 1.9E Microllam® LVL 2 1 6:26:03 PM t 1s.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overap Dimension:33' ® 3 0 5' 12' 7'— y. Product Diagram Is Conceptual. ii is r a Header(Flush Beam)Member. Tributary Load Width:1' ary Wit I Group-Residential-Living Areas(psf):560.0 Live at 100%duration.210.0 Dead Input Bearing Vertical Reactions fibs) Detail Other Width Length Llve/Dead/Uplift/Total .Wood 9 olumn 3.60" 3.50" 1422 1 96 1-1084 1 1518 L1 1 Ply 1 3/4"x 11 114"1.9E Microllam®LVL >t LWwwumn 0" 3.50" 6188/2355 1 0 1 8543 L5 None 8 0" 3.50" 6230/2175/0/8405 L5 None 0" 3.5o" 5537/1803/0 1 7340 L5 None (9 0" 3.50" 2326 1 860 1 013186 L1 1 Ply 1314"x 11 1/4"1.9E Microllam®LVL Maximum Design Control Control Location r(68) 4892 4046 7481 Passed(54%) Lt.end Span 2 under Floor ADJACENT span loading *tment(F Lbs) -8523 -8523 16137 Passed(53%) Bearing 2 under Floor ADJACENT span loading Load.1 off(in) 0.153 0.400 Passed(U944) MID Span 2 under Floor ALTERNATE span loading rat Load 0(in) 0.203 0.600 Passed(L/7O8) MID Span 2 under Floor ALTERNATE span loading rig:STANDARD(LL:L/360,TL:U240). 1000 lbs for unbalanced load. u) All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and posit of brecI required to achieve member stability. ning load co ditions considered in this design analysis include alternate and adjacent member pattern loading, f T S: 7 I The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software WM accomp' in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, dated nsions have been provided by the software user. This output has not been reviewed by a TJ Associate. ;e)1 procli cis are readily available. Check with your supplier or TJ technical representative for product availability. 1$ANAL SIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. ble S ess Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. See T I SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. ECT M I OPERATOR INFORM ITS 3 ALTERATIONS TO THE BAKER RESIDENCE INFORMATION: 5H00 FLYING HILL ROAD JOHN ENGLISH NTER%A LE,MASSACHUSETTS JOHN T.ENGLISH—ARCHITECT 11 LEMUEL C013B ROAD `jFRED ARr y�r PLYMPTON,MA 02367-1520 Q�6 MA fy Fc� Phone:781-582-0703 cl� Fax :781-582-9797 i JTEarchitect@aol.com No.8205 Light r 2 07 by Trus Joist, a Weyerhaeuser Business ?1 PLYMPTON y . rotla" is a registered trademark or Trus Joist. { �� MASS. .L. V aITN OF iAp S� OCT 21-03 08 :30 AM JOHN T. ENGLISH ARCHITECT 781 826 0703 P 06 , SECOND FLOOR CENTER BEAM BETWEEN KITCHEN&DINING AREA �A S" 112674 2 Pcs of 1 314 x 11 1l4 1.9E Microllam® LVL 2 1 6:25:04 PM r ft.ftkn 1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Grou Primary Load Group 4' 10.00" 12, 0.00" 7' 0.00" 8' 10.00" s Ver cal Reaction Total (lbs) 1518 8543 8905 7340 3186 Vert cal Reaction Live (lbs) 1422 6188 6230 5537 2326 ired earing Length in 1.50(s) 3.25(S) 3.20(S) 2.80(S) 1.50(s) Unb ced Length (in) 32 32 32 32 32 32 32 Loading on all spans, LDF = 1.00 Dead + Floor sign Sh ar (lbs) -620 -2719 3915 -3764 2234 -1540 3143 -2079 z Shear (lbs) 210 -3565 4161 -4610 3080 -2386 3989 -2909 Taber Re ction (lbs) 210 8326 7689 6375 2909 port action (lbs) 340 8326 7689 6375 3039 nt (F -Lbs) 28 -8108 6405 -7200 -1126 -4772 5417 ve Defl ction (in) -0,017 0.129 -0.023 0.073 otal Def ection (in) -0.024 0.180 -0.031 0.102 ALTERNATE span loading on odd 4 spans, LDF = 1.00 Dead + Floor sign Sh at (lbs) 559 -1540 1035 -1137 1941 -1833 1036 -441 Shear (lbs) 1388 -2386 1274 -1376 2787 -2679 1275 -676 aber Re ction (lbs) 1388 3660 4163 3955 676 upport Ri action (lbs) 1518 3660 4163 3955 711 ent ( -Lbs) 1234 -2411 1264 -3024 1949 -2648 1034 ive Def li ction (in) 0,013 -0.024 0.030 -0.017 otal Def ection (in) 0.008 0.021 0.021 0.014 ALTERNATE span loading on even $ spans, LDF = 1.00 Dead + Floor sign Sh ar (lbs) -1354 -1948 3988 -3691 925 -143 2996 -2226 x Shear (lbs) -1119 -2187 4833 -4537 1164 -382 3842 -3056 'Opp Re ction (lbs) -1119 .7021 5701 4224 3056 ppport R action (lbs) -1084 7021. 5701 4224 3186 ent (F -Lbs) N/A -7991 6968 -6212 -3144 -3474 5978 Tee Def 1i ction (in) -0.028 0.153 -0.052 0.088 otal Def ection (in) -0.035 0.203 -0.061 0.117 ADJACENT span loading over support 4 2, LDF = 1.00, Dead + Floor 'sign Sh r (lbs) -706 -2804 4046 -3632 B94 -173 3001 -2222 x Shear (lbs) 124 -3650 4892 -4478 1134 -412 3847 -3051 r Ae ti.on (lbs) 124 8543 5612 4259 3051 vpport R ction (lbs) 254 8543 5612 9259 3181 dent (F Lbs) 10 -8523 6803 -6037 -3129 -3513 5961 eve Deft tion (in) -0.019 0.145 -0.051 0.088 tal Deflection (in) -0.026 0.196 -0.060 0.117 MMATI N: OPERATOR INFORMATION: TIONS&ALTERATIONS TO THE BAKER RESIDENCE JOHN ENGUSH 1 SHOO FLYING HILL ROAD JOHN T.ENGLISH-ARCHITECT RVh LE.MASSACHUSETTS 11 LEMUEL COBS ROAD .0 ARCR1, PLYMPTON,MA 02367-1520 Q�co`10 A5 EroC�i Phone:781-582-0703 �y Fax :781-582-9797 o JTEarchitecl@aol.com 0•8205 yitg#C 4)2 3 by Trus Joist, a MeyerAaeuser Business O� YMPT� J QrbllaaeA is registered trademark of Trus Joist µASS•: �V�' y/F4tTA. H 44 BPS f' OCT-21-03 08 :32 AM JOHN T. ENGLISH ARCHITECT 781 826 0703 P. 08 # T 1 BEAM AT OUTER EDGE OF COVERED PATIO �ve'wl- •A� r� �r aerilIN umber:7002112574 2 PCs of 1 3/4 X 9 1/2 1.9E Microllam®LVL -2 1 6:30.49PM hil ,.8.4. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram Is Conceptual. is.I x a Drop Beam Member. Tributary Load Width:V try Los 'Group-Residential-Living Areas(psf):240.0 Live at 100%duration, 180.0 Dead Input Bearing Vertical Reactions(Ibs) Detail Other VVidth Length Live/Dead/UpiWotal 1 Stud w iff 3.50" 3.50" 1140189910/2039 L1 1 Ply 1 3/4"x 91/2"1.9E Microllam®LVL 2 Stud W ill 3.50" 3.50" 1140189910/2039 L1 1 Ply 13/4"x 91/2"1.9E Microllam®LVL NT OLS- Maximum Design Control Control Location blear(Ibs 1987 -1574 6318 Passed(25%) Rt.end Span 1 under Floor loading mon�11 Lbs) 4508 4508 11775 Passed(38%) MID Span 1 under Floor loading 44 Load fl(in) 0.089 0.306 Passed(U999+) MID Span 1 under Floor loading Total Load fl(in) 0.160 0.458 Passed(U688) MID Span 1 under Floor loading n fiterisr STANDARD(LL:U360,TL:U240). dng(W An compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of bra is required to achieve member stability. NOE : 'PORT- T! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will t#aoortl: had in accordance with TJ product design criteria and code accepted design values. The specific product application,input design beds, stetad ensions have been provided by the software user. This output has not been reviewed by a TJ Associate. atl proc Lids are readily available. Check with your supplier or TJ technical representative for product availability. --tWSANAI YSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. 00*ablal tress Design methodology was used for Building Code USC analyzing the TJ Custom product listed above. Sae J SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. F AT OPERATOR INFORMATION: tT10�t &ALTERATIONS TO THE BAKER RESIDENCE JOHN ENGLISH #�1 SHO FLYING HILL ROAD JOHN T.ENGLISH-ARCHITECT �FPE4 ARCyjT CATER E,MASSACHUSETTS 11 LEMUEL COBB ROAD Q\S S f PLYMPTON,MA 02367-1520 Phone:781-582-0703 Fax :781-582-9797 JTEarchitect®aol.c:om �'� pLrMPTTON MASS. lght© 003 by Trus Joist, a Weyerhaeuser Business glTh Of pS 2to11AftV i a registered trademark of Trus Joist. OCT 21 03 08 :33 AM JOHN T. ENGLISH ARCHITECT 781 826 0703 P. 09 : �y C HEADER AT LIVING ROOM SLIDER a�112574 2 PCs of 1 3/4"x 91/4" 1.9E Microllam®LVL 2 1 6:3823 Phi 1 &J. :1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 d g•g•• Pro(htd Diagram is Conceptual. s is r a Drop Beam Member, Tributary Load Width:1' Loo I Group-Residential-Living Areas(psf):640.0 Live at 100%duration,228.0 Dead Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/upliftlTotal 1 Stud 1 3,50" 3.50" 3120/1155/0/4275 L1 1 Ply 1 3/4"x 9 1/4"1.9E Microllam®LVL Stud I 3.50" 3.50" 3120 11155/014275 Ll 1 Ply 1 3/4"x 91/4"1.9E Microllam®LVL NTR L Maximum Design Control Control Location ilea►(Ibs} 4129 -3343 6161 Passed(54%) Rt.end Span 1 under Floor loading aM(F s) 9720 9720 11204 Passed(87%) MID Span 1 under Floor loading Load (in) 0.285 0.314 Passed(U397) MID Span 1 under Floor loading ofaI Load I ell(in) 0390 0.471 Passed(U290) MID Span 1 under Floor loading n ria:STANDARD(LL:U360,TL:U240). u) compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of I b is required to achieve member stability. TES: RT I The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, titCMd d nslons have been provided by the software user. This output has not been reviewed by a TJ Associate. 00 prodt are readily available. Check with your supplier or TJ technical representative for product availability. ANAL SIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. See T SPECIFIERS/BUILDER'S GUIDES for multiple ply connection. T ON: OPERATOR INFORMATION: TIONS ALTERATIONS TO THE BAKER RESIDENCE JOHN ENGLISH f:Stt007 LYING HILL ROAD JOHN T.ENGLISH-ARCHITECT >EAEl) RVI` E,MASSACHUSETTS 11 LEMUEL COBB ROAD i�OMAsIt lF�� PLYMPTON.MA 02367-1520 oz chin Phone:781-562-0703 Fax :781-582-9797 JTEarchitect@aol.com 3'p MPTON 7.. ASS. J rig t @ l 3 by Trus Joist, a Weyerhaeuser Business S 0 81 Is registered trademark of Trus joist. ,�q h OF 0AS P BC CALCO 2003 DESIGN REPORT - US Wednesday, December 10,2003 11:13 Double 1 3/4" x 11 1/4" VERSA-LAM@ 3100 SP File Name: M Baker Shoot Flying.BCC: FB01 Job Name: .. Baker Residence Description: SECOND FLOOR BEAM ABOVE EXISTING BEDROOM Address: 521 Shoot Flying Hill Road Specifier: John T. English-Architect City,State,Zip:Centerville, MA Designer: Joe Madera Customer: Mark Baker Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: 1 Standard Load-0 psf 189 psf Tributary 01-00-00 18-00-00 AL 14-00-00 AL BO B1 B2 1032 Ibs LL 4499 Ibs LL 702 Ibs LL 1015 Ibs DL 3644 Ibs DL 559 Ibs DL Total Horizontal Length-32-00-00 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 32-00-00 Live 0 psf 01-00-00 100% Member Type: Floor Beam Dead 80 psf 01-00-00 90% Number of Spans: 2 1 Unf. Lin. Left 04-00-00 28-00-00 Live 240 plf n/a 100% Left Cantilever: No Dead 96 plf n/a 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 01-00-00 Moment 13006 ft-Ibs 67.7% 100% 2 2-Left Neg. Moment -13006 ft-Ibs 67.7% 100% 2 1 -Right End Shear 1962 Ibs 25.8% 100% 4 1 -Left Cont.Shear 4016 Ibs 52.8% 100% 2 1 -Right Live Load: 0 psf Total Load Defl. U328(0.658") 73.1% 4 1 Dead Load: 80 psf Live Load Defl. U540(0.4") 66.6% 4 1 Partition Load: 0 psf Total Neg. Defl. -0.122" 24.4% 4 2 Duration: 100 Max Defl. 0.658" 65.8% 4 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)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 B1 is 3". above is based upon building Minimum bearing length for B2 is 1-1/2". . ` 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 Member has no side loads. with the current Installation Guide and the applicable building codes. Connectors are: 16d Sinker Nails To obtain an Installation Guide or if you have any questions,please call a=2„ d (800)232-0788 before beginning b=3„ b product installation. c=7-1/4" a BC CALCO, BC FRAMER®, BCI®, d-12 BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, C VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDT"' O VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 r BOISE, BC CALC®2003 DESIGN REPORT - US Wednesday, December 10,2003 11:13 Double 1 3/4" x 9 1/4" VERSA-LAM(E) 3100 SP File Name: M Baker Shoot Flying.BCC: FB02 Job Name: Baker Residence Description: HEADER AT DINING AREA SLIDER Address: 521 Shoot Flying Hill Road Specifier: John T. English-Architect City,State,Zip:Centerville,MA Designer: Joe Madera Customer: Mark Baker Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: Standard Load-640 psf 1228 psf Tributa 01-00-00 BO B1 1920 Ibs LL 1920 Ibs LL 711 Ibs DL 711 Ibs DL Total Horizontal Length-06-00-00 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 06-00-00 Live 640 psf 01-00-00 100% Member Type: Floor Beam Dead 228 psf 01-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 3947 ft-Ibs 29.7% 100% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100% Tributary: 01-00-00 End Shear 1955 Ibs 31.2% 100% 2 1 -Left Total Load Defl. U1300(0.055") 18.5% 2 1 Live Load Defl. U1781 (0.04") 20.2% 2 1 Live Load: 640 psf Max Defl. 0.055" 5.5% 2 1 i Dead Load: 228 psf Notes Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria. Duration: 100 Design meets Code minimum(U360)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 61 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Member has no side loads. above is based upon building code-accepted design properties Connectors are: 16d Sinker Nails and analysis methods. Installation of BOISE engineered wood a=2" b d products must be in accordance b=3" with the current Installation Guide c=5-1/4" 8 and the applicable building codes. d=12" To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning C product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD-, BC OSB RIM BOARDTm, BOISE GLULAMTM', VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDIm, VERSA-STUD®,ALLJOISTO and AJSTM'are trademarks of Boise Cascade Corporation. Page 1 of 1 Boisw BC CALC®2003 DESIGN REPORT - US Wednesday, December 10,2003 11:13 Double 1 3/4" x 11 1/4" VERSA-LAM® 3100 SP File Name: M Baker Shoot Flying.BCC: FB03 Job Name: Baker Residence Description:SECOND FLOOR BEAM ABOVE KITCHEN&DINING Address: 521 Shoot Flying Hill Road Specifier: John T. English-Architect City,State,Zip:Centerville, MA Designer: Joe Madera Customer: Mark Baker Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: 1 Standard Load-0 psf 189 psf Tributary 01-00-00 14-00-00 14-00-00 BO 61 B2 1470 Ibs LL 3997 Ibs LL 680 Ibs LL 931 Ibs DL 2993 Ibs DL 643 Ibs DL Total Horizontal Length-28-00-00 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 28-00-00 Live 0 psf 01-00-00 100% Member Type: Floor Beam Dead 80 psf 01-00-00 90% Number of Spans: 2 1 FLOOR Unf. Lin. Left 00-00-00 24-00-00 Live 240 plf n/a 100% Left Cantilever: No Dead 84 plf n/a 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 01-00-00 Moment 9548 ft-Ibs 49.7% 100% 2 2-Left Neg.Moment -9548 ft-Ibs 49.7% 100% 2 1 -Right End Shear 2012 Ibs 26.4% 100% 4 1 -Left Cont.Shear 3198 Ibs 42.0% 100% 2 1 -Right Live Load: 0 psf Total Load Defl. U660(0.254") 36.4% 4 1 Dead Load: 80 psf Live Load Defl. U961 (0.175") 37.5% 4 1 Partition Load: 0 psf Total Neg. Defl. -0.042" 8.4% 4 2 Duration: 100 Max Defl. 0.254" 25.4% 4 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)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 3". above is based upon building Minimum bearing length for B2 is 1-1/2". 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 Member has no side loads. with the current Installation Guide and the applicable building codes. Connectors are: 16d Sinker Nails To obtain an Installation Guide or if you have any questions,please call a=2" b —d (800)232-0788 before beginning b=3" product installation. c=7-1/4" a BC CALC®, BC FRAMER®, BCIO, d-12 • 7717 BC RIM BOARD-, BC OSB RIM BOARD T-, BOISE GLULAM- C VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm, v VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE- BC CALCO 2003 DESIGN REPORT - US Wednesday, December 10,2003 11:13 Double 1 3/4" X 9 1/4" VERSA-LAM(g)3100 SP File Name: M Baker Shoot Flying.BCC: FB04 Job Name: Baker Residence Description: HEADER AT FRONT RIGHT BEDROOM WINDOW Address: 521 Shoot Flying Hill Road Specifier: John T. English-Architect City,State,Zip:Centerville, MA Designer: Joe Madera Customer: Mark Baker Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: Standard Load-270 psf 196 psf Tributary 01-00-00 , `RS BO B1 2633 Ibs LL 2633 Ibs LL 1048 Ibs DL 1048 Ibs DL Total Horizontal Length-03-06-00 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 03-06-00 Live 270 psf 01-00-00 100% Member Type: Floor Beam Dead 96 psf . 01-00-00 90% Number of Spans: 1 1 Conc. Pt. Left, 01-09-00 01-09-00 Live 4320 Ibs n/a 100% Left Cantilever: No Dead 1728 Ibs n/a 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load�Case Span Location %Tributary: 01-00-00 Moment 5860 ft-Ibs 44.2% 100% 2 1 -Internal Neg.Moment 0 ft-Ibs n/a 100% End Shear 3391 Ibs 54.2% 100% 2 1 -Left Total Load Defl. U1829(0.023") 13.1% 2 1 Live Load: 270 psf Live Load Defl. U2558(0.016") 14.1% 2 1 Dead Load: 96 psf Max Defl. 0.023" 2.3% 2 1 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for 61 is 1-1/2". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The output above is based upon building Connection Diagram code-accepted design properties Member has no side loads. and analysis methods. Installation of BOISE engineered wood Concentrated loads are not considered in side load analysis. products must be in accordance Connectors are: 16d Sinker Nails with the current Installation Guide and the applicable building codes. a=2„ d To obtain an Installation Guide or if b you have any questions,please call b=3" (800)232-0788 before beginning d=1-1 4 a product installation. T BC CALCO, BC FRAMERO, BCIO, C BC RIM BOARD- BC OSB RIM BOARD- BOISE GLULAM-, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUSO, VERSA-STRAND TM, VERSA-STUDO,ALLJOISTO and AJS'rm are trademarks of Boise Cascade Corporation. Page 1 of 1 iosoisw BC CALC®2003 DESIGN REPORT - US Wednesday, December 10,200311:13 Double 1 3/4" x 14" VERSA-LAM® 3100 SP File Name: M Baker Shoot Flying.BCC: RB02 Job Name: Baker Residence Description: HEADER AT SECOND FLOOR COVERED PORCH Address: 521 Shoot Flying Hill Road Specifier: John T. English-Architect City,State,Zip:Centerville,MA Designer: Joe Madera Customer: Mark Baker Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: �o 12 Standard Load-420 psf i 168 psf Tributary 01-00-00 na, IN BO 131 3360 Ibs LL 3360 Ibs LL 1454 Ibs DL 1454 Ibs DL Total Horizontal Length-16-00-00 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 16-00-00 Live 420 psf 01-00-00 125% Member Type: Roof Beam Dead 168 psf 01-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 19257 ft-Ibs 53.1% 125% 2 1 -Internal Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100% Tributary: 01-00-00 End Shear 4112 Ibs 34.7% 125% 2 1 -Left Total Load Defl. U346(0.554") 52.0% 2 1 Live Load Defl. U496(0.387") 48.4% 2 1 Live Load: 420 psf Max Defl. 0.554" 55.4% 2 1 Dead Load: 168 psf Notes Partition Load: 0 psf Design meets Code minimum(U180)Total load deflection criteria. Duration: 125 Design meets Code minimum(U240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-5/8". The completeness and accuracy of Minimum bearing length for 131 is 1-518". 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 Member has no side loads. code-accepted design properties and analysis methods. Installation Connectors are: 16d Sinker Nails of BOISE engineered wood products must be in accordance a=2„ d with the current Installation Guide b=3" _ and the applicable building codes. c=5" To obtain an Installation Guide or if a you have any questions,please call d=12" • —I • • (800)232-0788 before beginning C product installation. BC CALCO, BC FRAMER@, BCI@, BC RIM BOARD-, BC OSB RIM BOARD- BOISE GLULAM- a -40 • • VERSA-LAMS,VERSA-RIMS, VERSA-RIM PLUSO, VERSA-STRANDIm, VERSA-STUD@,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE, BC CALCO 2003 DESIGN REPORT - US Wednesday, December 10,200311:13 Double 1 3/4" x 9 1/4" VERSA-LAM@ 3100 SP File Name: M Baker Shoot Flying.BCC: FB05 Job Name: Baker Residence Description: NEW BASEMENT BEAM Address: 521 Shoot Flying Hill Road Specifier: John T. English-Architect City,State,Zip:Centerville,MA Designer: Joe Madera Customer: Mark Baker Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: Standard Load-360 psf 144 psf Tributary 01-00-00 ME \ j e Ak BO B1 1440 Ibs LL 1440 Ibs LL 612 Ibs DL 612 Ibs DL Total Horizontal Length-08-00-00 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 08-00-00 Live 360 psf 01-00-00 100% Member Type: Floor Beam Dead 144 psf 01-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 4105 ft-Ibs 30.9% 100% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100% Tributary: 01-00-00 End Shear 1657 Ibs 26.5% 100% 2 1 -Left Total Load Defl. L/937(0.102") 25.6% 2 1 Live Load Defl. L/1336(0.072") 26.9% 2 1 Live Load: 360 psf Max Defl. 0.102" 10.2% 2 1 Dead Load: 144 psf Notes Partition Load: 0 psf Design meets Code minimum(L/240)Total load deflection criteria. Duration: 100 Design meets Code minimum(L/360)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 131 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Member has no side loads. above is based upon building code-accepted design properties Connectors are: 16d Sinker Nails and analysis methods. Installation of BOISE engineered wood a=2„ d products must be in accordance b=3„ b with the current Installation Guide c=5-1/4" a and the applicable building codes. d=12" To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning C. product installation. BC CALCO, BC FRAMER®, BCI®, u e BC RIM BOARDTM, BC OSB RIM BOARDTm, BOISE GLULAM-rm VERSA-LAMS,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BC CALC®2003 DESIGN REPORT - US Wednesday, December 10,2003 11:13 Double 1 3/4" x 11 1/4" VERSA-LAM®3100 SP File Name: M Baker Shoot Flying.BCC: FB01 Job Name: Baker Residence Description:SECOND FLOOR BEAM ABOVE EXISTING BEDROOM Address: 521 Shoot Flying Hill Road Specifier: John T. English-Architect P 9 City,State,Zip:Centerville, MA Designer: Joe Madera Customer: Mark Baker Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: 71 1 Standard Load-0 psf 189 psf Tributary 01-00-00Mr Ek ..�d7F: s 1 F .,,,. .. 18-00-00 Ak 14-00-00 BO B1 B2 1032 Ibs LL 4499 Ibs LL 702 Ibs LL 1015 Ibs DL 3644 Ibs DL 559 Ibs DL Total Horizontal Length-32-00-00 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 32-00-00 Live 0 psf 01-00-00 100% Member Type: Floor Beam Dead 80 psf 01-00-00 90% Number of Spans: 2 1 Unf. Lin. Left 04-00-00 28-00-00 Live 240 plf n/a 100% Left Cantilever: No Dead 96 plf n/a 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 01-00-00 Moment 13006 ft-Ibs 67.7% 100% 2 2-Left Neg. Moment -13006 ft-Ibs 67.7% 100% 2 1 -Right End Shear 1962 Ibs 25.8% 100% 4 1 -Left Cont.Shear 4016 lbs 52.8% 100% 2 1 -Right Live Load: 0 psf Total Load Defl. U328(0.658") 73.1% 4 1 Dead Load: 80 psf Live Load Deft. U540(0.4") 66.6% 4 1 Partition Load: 0 psf Total Neg. Defl. -0.122" 24.4% 4 2 Duration: 100 Max Defl. 0.658" 65.8% 4 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)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 B1 is 3". above is based upon building Minimum bearing length for B2 is 1-1/2". 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 Member has no side loads. with the current Installation Guide and the applicable building codes. Connectors are: 16d Sinker Nails To obtain an Installation Guide or if you have any questions,please call a=2" b d (800)232-0788 before beginning b=3" product installation. c=7-1/4" , a BC CALC®, BC FRAMER®, BCI®, d=12" • BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAMTM', C VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDM • • VERSA-STUD®,ALLJOIST®and AJSTM'are trademarks of Boise Cascade Corporation. Page 1 of 1 `adds - BC CALCO 2003 DESIGN REPORT - US Wednesday, December 10,2003 11:13 Double 1 3/4" x 9 1/4" VERSA-LAM@ 3100 SP File Name: M Baker Shoot Flying.BCC: FB02 Job Name: Baker Residence Description: HEADER AT DINING AREA SLIDER Address: 521 Shoot Flying Hill Road Specifier: John T. English-Architect City,State,Zip:Centerville,MA Designer: Joe Madera Customer: Mark Baker Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: Standard Load-640 psf 1 228 psf Tributa 01-00-0o lot u, BO B1 1920 Ibs LL 1920 Ibs LL 711 Ibs DL 711 Ibs DL Total Horizontal Length-06-00-00 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 06-00-00 Live 640 psf 01-00-00 100% Member Type: Floor Beam Dead 228 psf 01-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 3947 ft-Ibs 29.7% 100% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100% Tributary: 01-00-00 End Shear 1955 Ibs 31.2% 100% 2 1 -Left Total Load Defl. U1300(0.055") 18.5% 2 1 Live Load Defl. U1781 (0.04") 20.2% 2 1 Live Load: 640 psf Max Defl. 0.055" 5.5% 2 1 Dead Load: 228 psf Notes Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria. Duration: 100 Design meets Code minimum(U360)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 131 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Member has no side loads. above is based upon building code-accepted design properties Connectors are: 16d Sinker Nails and analysis methods. Installation of BOISE engineered wood a=2„ b d products must be in accordance b=3" with the current Installation Guide c=5-1/4" a and the applicable building codes. d=12" To obtain an Installation Guide or if T you have any questions,please call (800)232-0788 before beginning C product installation. BC CALCO, BC FRAMER@, BCIO, e �e BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAMT. VERSA-LAM@,VERSA-RIMO, VERSA-RIM PLUSO, VERSA-STRANDTM VERSA-STUDO,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 imdisw BC CALCO 2003 DESIGN REPORT - US Wednesday, December 10,2003 11:13 Double 1 3/4" x 11 1/4" VERSA-LAM@ 3100 SP File Name: M Baker Shoot Flying.BCC: FB03 Job Name: Baker Residence Description:SECOND FLOOR BEAM ABOVE KITCHEN&DINING Address: 521 Shoot Flying Hill Road Specifier: John T. English-Architect City,State,Zip:Centerville, MA Designer: Joe Madera Customer: Mark Baker Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: 1 Standard Load-0 psf 180 psf Tributary i 14-00-00 All 14-00-00 BO B1 B2 1470 lbs LL 3997 lbs LL 680 lbs LL 931 lbs DL 2993 lbs DL 643 lbs DL Total Horizontal Length-28-00-00 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 28-00-00 Live 0 psf 01-00-00 100% Member Type: Floor Beam Dead 80 psf 01-00-00 90% Number of Spans: 2 1 FLOOR Unf. Lin. Left 00-00-00 24-00-00 Live 240 plf n/a 100% Left Cantilever: No Dead 84 plf n/a 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 01-00-00 Moment 9548 ft-lbs 49.7% 100% 2 2-Left Neg.Moment -9548 ft-lbs 49.7% 100% 2 1 -Right End Shear 2012 lbs 26.4% 100% 4 1 -Left Cont.Shear 3198 lbs 42.0% 100% 2 1 -Right Live Load: 0 psf Total Load Defl. U660(0.254") 36.4% 4 1 Dead Load: 80 psf Live Load Defl. U961 (0.175") 37.5% 4 1 Partition Load: 0 psf Total Neg. Defl. -0.042" 8.4% 4 2 Duration: 100 Max Defl. 0.254" 25.4% 4 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)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 B1 is 3". above is based upon building Minimum bearing length for B2 is 1-1/2". 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 Member has no side loads. with the current Installation Guide and the applicable building codes. Connectors are: 16d Sinker Nails To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning b_3„ d b product installation. c=7-1/4" a BC CALCO, BC FRAMER@, BCIO, d-12 BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAMTOA, C VERSA-LAM@,VERSA-RIMO, VERSA-RIM PLUS@, VERSA-STRANDT^" 0 e VERSA-STUDS,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE- BC CALCO 2003 DESIGN REPORT - US Wednesday, December 10,2003 11:13 Double 1 3/4" x 91/4" VERSA-LAM@ 3100 SP File Name: M Baker Shoot Flying.BCC: FB04 Job Name: Baker Residence Description: HEADER AT FRONT RIGHT BEDROOM WINDOW Address: 521 Shoot Flying Hill Road Specifier: John T. English-Architect City,State,Zip:Centerville, MA Designer: Joe Madera Customer: Mark Baker Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: �7 Standard Load-270 psf 1 96 psf Tributary 01-00-00 r 4 ✓m :." .r BO 131 2633 Ibs LL 2633 Ibs LL 1048 Ibs DL 1048 Ibs DL Total Horizontal Length-03-06-00 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 03-06-00 Live 270 psf 01-00-00 100% Member Type: Floor Beam Dead 96 psf 01-00-00 90% Number of Spans: 1 1 Conc. Pt. Left 01-09-00 01-09-00 Live 4320 Ibs n/a 100% Left Cantilever: No Dead 1728 Ibs n/a 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 01-00-00 Moment 5860 ft-Ibs 44.2% 100% 2 1 -Internal Neg. Moment 0 ft-Ibs n/a 100% End Shear 3391 Ibs 54.2% 100% 2 1 -Left Total Load Defl. U1829(0.023") 13.1% 2 1 Live Load: 270 psf Live Load Defl. U2558(0.016") 14.1% 2 1 Dead Load: 96 psf Max Defl. 0.023" 2.3% 2 1 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 1-1/2". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The output above is based upon building Connection Diagram code-accepted design properties Member has no side loads. and analysis methods. Installation Concentrated loads are not considered in side load analysis. of BOISE engineered wood products must be in accordance Connectors are: 16d Sinker Nails with the current Installation Guide and the applicable building codes. a=2„ d To obtain an Installation Guide or if b=3.. b you have any questions,please call =5-1/4" T c (800)232-0788 before beginning d= -1 product installation. 2" T BC CALCO,BC FRAMERS, BCIO, C BC RIM BOARD- BC OSB RIM BOARDTm BOISE GLULAMTm, VERSA-LAMS,VERSA-RIMS, o VERSA-RIM PLUSO, VERSA-STRAND-, VERSA-STUDO,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 adiS'E- BC CALL®2003 DESIGN REPORT - US Wednesday, December 10,2003 11:13 Double 1 3/4" x 14" VERSA-LAM(E) 3100 SP File Name: M Baker Shoot Flying.BCC: RB02 Job Name: Baker Residence Description: HEADER AT SECOND FLOOR COVERED PORCH Address: 521 Shoot Flying Hill Road Specifier: John T. English-Architect City State,Zip:Centerville, MA Designer: Joe Madera Customer: Mark Baker Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: _�l0 12 Standard Load-420 psf l 168 psf Tributary 01-00-00 : .. .(/ / 41 BO B1 3360 Ibs LL 3360 Ibs LL 1454 lbs DL 1454 Ibs DL Total Horizontal Length-16-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Reg. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 16-00-00 Live 420 psf 01-00-00 125% Member Type: Roof Beam Dead 168 psf 01-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 19257 ft-Ibs 53.1% 125% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100% Tributary: 01-00-00 End Shear 4112 Ibs 34.7% 125% 2 1 -Left Total Load Defl. U346(0.554") 52.0% 2 1 Live Load Defl. U496(0.387") 48.4% 2 1 Live Load: 420 psf Max Defl. 0.554" 55.4% 2 1 Dead Load: 168 psf Notes Partition Load: 0 psf Design meets Code minimum(U180)Total load deflection criteria. Duration: 125 Design meets Code minimum(U240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-5/8". The completeness and accuracy of Minimum bearing length for 131 is 1-5/8". 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 Member has no side loads. code-accepted design properties and analysis methods. Installation Connectors are: 16d Sinker Nails of BOISE engineered wood products must be in accordance a=2" d with the current Installation Guide b=3" and the applicable building codes. �— To obtain an Installation Guide or if c-5 8 N you have any questions,please call d=12" -T— • T • • (800)232-0788 before beginning C product installation. • • • BC CALCO, BC FRAMERS, BCI®, BC RIM BOARD rm, BC OSB RIM BOARDT"' BOISE GLULAMTM 8 • • VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, -r--� b VERSA-STRANDT , VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 " BOISE, BC CALC®2003 DESIGN REPORT - US Wednesday, December 10,2003 11:13 Double 1 3/4" x 9 1/4" VERSA-LAM® 3100 SP File Name: M Baker Shoot Flying.BCC: FB05 Job Name: Baker Residence Description: NEW BASEMENT BEAM Address: 521 Shoot Flying Hill Road Specifier: John T. English-Architect City,State,Zip:Centerville,MA Designer: Joe Madera Customer: Mark Baker Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: Standard Load-360 psf 1 144 psf Tributa 01-00-00 a ,. a ✓...... n. BO 61 1440 Ibs LL 1440 Ibs LL 612 Ibs DL 612 Ibs DL Total Horizontal Length-08-00-00 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 08-00-00 Live 360 psf 01-00-00 100% Member Type: Floor Beam Dead 144 psf 01-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 4105 ft-Ibs 30.9% 100% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100% Tributary: 01-00-00 End Shear 1657 lbs 26.5% 100% 2 1 -Left Total Load Defl. U937(0.102") 25.6% 2 1 Live Load Defl. U1336(0.072") 26.9% 2 1 Live Load: 360 psf Max Defl. 0.102" 10.2% 2 1 Dead Load: 144 psf Notes Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria. Duration: 100 Design meets Code minimum(U360)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 Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Member has no side loads. above is based upon building code-accepted design properties Connectors are: 16d Sinker Nails and analysis methods. Installation of BOISE engineered wood a=2„ d products must be in accordance b=3„ b with the current Installation Guide c=5-1/4" a and the applicable building codes. d=12" To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning C product installation. BC CALC®, BC FRAMER®, BCI®, u �e BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 OCT-21-03 08 :26 AM JOHN T. ENGLISH ARCHITECT 781 826 0703 P. 01 e ,{, .[_2 SECOND FLOOR BEAM ABOVE EXISTING BEDROOMS �A +a emts+e>a Serial Number 7002112574 2 PCS of 1 3/4"x 11 IM!" 1.9E Microllam@ LVL 2 f 5:56:28 PM 1rle ,6.,4 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:32' 2 18' i 14r Product Diagram Is Conceptual. lyais is A w a Header(Flush Beam)Member, Tributary Load Width: 1' Los I Group-Residential-Living Areas(psf):0.0 Live at 100%duration,80.0 Dead mitical Loa s: type Class Live Dead Location Application Comment Unifona( Floor(1.00) 240.0 96.0 4'To 28' Adds To MAPPOR Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplifl/Total 1 .Stud wi 11 3.W' 3.50" 1045/1028/0/2073 End,Rim 1 Ply 1 1/2"x 11 1/4"1.5E TimberStrand®LSL 2 'Stud 1 3.50" 3.87" 4475/3612/0/8088 Intermediate None 3 Stud wj 11 3.50" 3.50" 713/572/0/1285 End,Rim 1 Ply 1 1/2"x 11 1/4"1.5E TimberStrand®LSL Ilearing lenj th requirement exceeds Input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. INTROS: Maximum Design Control Control Location Shear(tbs) 4387 -3924 7481 Passed(52%) Rt.end Span 1 under Floor loading ment(Ft s) -12820 -12820 16137 Passed(79%) Bearing 2 under Floor loading lrea Load (in) 0.425 0.500 Passed(L/503) MID Span 1 under Floor ALTERNATE span loading otaI Load Il(in) 0.699 0.892 Passed(L1306) MID Span 1 under Floor ALTERNATE span loading 4eria:STANDARD(LL:0.500",TL:U240).Additional checks follow. (9)2. :U360,TL:1J240). png(Lu).All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of fetaI bra is required to achieve member stability. load ce ditions considered in this design analysis include alternate member pattern loading. T S: PRTAN l The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will ACoomp in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, stated d' nsions have been provided by the software user. This output has not been reviewed by a TJ Associate. Oil prod are readily available. Check with your supplier or TJ technical representative for product availability. $ANAL SIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. le SI ass Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. See T SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. RMATION. OPERATOR INFORMATION: ITION &ALTERATIONS TO THE BAKER RESIDENCE JOHN ENGLISH N FLYING HILL ROAD TERM JOHN T.ENGLISH—ARCHITECT v�9� EO ARCMI TE E,MASSACHUSETTS 11 LEMUEL COBB ROAD 1� MA PLYMPTON,MA 02367-1520 c(s Phone:781-582-0703 s Fax :781-582-9797 JTEarchitect@aol.com ;tiL PLY PION Oy v,ZJy 'Xrlgat va 2 3 by Trus Joist, MASS. a Weyerhaeuser Business SP eiollaaift is registered trademark of Trus Joist. �r�QFp5 OCT-21-03 08:27 AM JOHN T. ENGLISH ARCHITECT 781 826 0703 P. 02 7 xi SECOND FLOOR BEAM ABOVE EXISTING BEDROOMS e Serial]N�m` '7 02112574 2 Pcs of 1 3/4"x 11 1/4" 1.9E Microltam®LVL .2 5:55-26 PM OW 2 E 1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load GroLp. Primary Load Group 17' 10.00" 13' 10.00" ^ x. Vertical Reaction Total (lbs) 2073 8088 1285 X. Vertical Reaction Live (lbs) 1045 4475 713 .squired Bearing Length in 1.50(w) 3.87(w) 1.50(w) x. Unbiaced Length (in) 32 32 32 Loading on all spans, LDF 1.00 Dead + Floor Oesign Skear (lbs) 1841 -3924 3238 -820 x Shea (lbs) 1938 -4387 3701 -916 Oetaber Reaction (lbs) 1930 8088 916 9UPPOrt leaction (lbs) 1953 8088 931 Noment ( -Lbs) 9720 -12820 3223 ive Def ction (in) 0.332 0.035 total De ection (in) 0.606 0.073 :ALTERNA span loading on odd N spans, LDF = 1.00 Dead + Floor Design S ar (lbs) 1961 -3804 1811 -107 kax Shea (lbs) 2058 -4267 2014 -203 er R ction (lbs) 2058 6281 203 upport action (lbs) 2073 6281 217 wwnt ( -Lbs) 10643 -10682 227 Live D,t ction (in) 0.925 -0.190 aal De ection (in) 0.699 -0.132 4LTERNATE span loading on even N spans, LDF = 1.00 Dead + Floor sign Shear (lbs) 797 -1669 2885 -1113 x Sheaj (lbs) 893 -2072 3347 -1270 er R ction (lbs) 893 5419 1270 support action (lbs) 906 5419 1285 nt (EL-Lbs) 3550 -7932 5193 fiivre Deflection (in) -0.099 0.163 otal Deflection (in) 0.165 0.1-95 Loading on all spans, LDF = 0.90 Dead Only sign Shear (lbs) 916 -1749 1458 -460 tax Shea (lbs) 1013 -1951 1660 -551 ember Reaction (lbs) 1013 3612 557 upport Reaction (lbs) 1028 3612 572 oment (Ft-Lbs) 4397 -5794 1582 CC FORMATION: OPERATOR INFORMATION: ITION &ALTERATIONS TO THE BAKER RESIDENCE JOHN ENGLISH 521 SH FLYING HILL ROAD JOHN T.ENGLISH-ARCHITECT ENTER. LE.MASSACHUSETTS 11 LEMUEL COBB ROAD ��StEAED pq�y/ PLYMPTON,MA 02367-1520 M Phone:781-582-0703 o N Fax :781-582-9797 � _ JTEarchitect@aol.com Wright * 001 by Trus Joist, a Weyerhaeuser Business . ASS. J erollama i a registered trademark of Txus Joist. FqC h OF rAASSP OCT-21-03 08 :35 AM JOHN T.ENGLISH ARCHITECT 781 826 0703 P. 11 Tq HEADER AT DINING AREA SLIDER .7002112574 2 PCs of 1 314 x 9114 1.9E Microllame LVL 6:4:.22 PM 16.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED �2 e 8, Product Diagram is Concepwal. is.f r a Drop Beam Member. Tributary Load Width:1' ry L06 I Group-Residential-Living Areas(psf):640.0 Live at 100%duration,228.0 Dead Input Bearing Vertical Reactions(lbs) Detail Other Mdth Length L)veMead/UpliftlTotal t. hA It 3.50" 3.50' 192017111012631 L1 1 Ply 1 3/4"x 91/4"1.9E Microllam®LVL 2 II 3.50" 3.50" 1920/711/012631 L1 1 Ply 1 3/4"x 9 1/4"1.9E Microllam®LVL T OLS: Maximum Design Control Control Location 66aar([be) 2485 -1699 6151 Passed(28%) RI.end Span 1 under Floor loading �IlCtnent(FI Lbs) 3520 3520 11204 Passed(31%) MID Span 1 under Floor loading Load (in) 0.043 0.189 Passed(U999+) MID Span 1 under Floor loading 1 t Load fl(in) 0.060 0.283 Passed(U999+) MID Span 1 under Floor loading eria:STANDARD(LL:L/360,TL:U240). (Lu) All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of is required to achieve member stability. TE T The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, afptad nsions have been provided by the software user. This output has not been reviewed by a TJ Associate. 811 prod Cts are readily available. Check with your supplier or TJ technical representative for product availability. ANAL ISIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. e Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. 3007 1 SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. mcer rFLYING OPERATOR INFORMATION: S TO THE BAKER RESIDENCE JOHN ENGLISH OAD JOHN T.ENGLISH-ARCHITECT SETTS 11 LEMUEL COBB ROAD PLYMPTON.MA 02367-1520 Phone:781-582-0703 Fax :781-582-9797 C� JTEarchitect@aol.com yright 0.2 03 by True Joist, a Weyerhaeuser Business CeolleeQ'is a registered trademark of Trus Joist. fhOF MASS�'�� OCT 21-03 08 :35 AM JOHN T. ENGLISH ARCHITECT 781 826 0703 P 12 f /�(�l7ydjJ� HEADER AT DINING AREA SLIDER �A�kyerF� �r f i SO�YIN 6M"n7002112574 2 Pcs of 1 3/4"x 91/4" 1.9E Microllam®LVL 1 6:40.22 PM 2 aw 1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Gre : Primary Load Group t "} 5' 8.0011 Vertical Reaction Total (lbs) 2631 2631 Vertical Reaction Live (lbs) 1920 1920 red Rearing Length in 1.50(W) 1.50(W) Unbiaced Length (in) 32 i .Loadin on all spans, LDF = 1.00 Dead + Floor Odsign $ ar Ilbs) 1699 -1649 Shea (lb s) 2485 -2485 or A ction (ibs) 2485 2485 rt action (lbs) 2631 2631 ht. ( -Lbs) 3520 ve oaf ction (in) 0.043 otal De ection (in) 0.060 Load g on all spans, LDF 0.90 Dead Only sign 91 ear (lbs) 459 -459 ax Shea (lbs) 671 -671 r Ri Iction (lbs) 671 671 vpgort I aaction (lbs) 711 712 t ( -Lbs) 951 : . KTION, OPERATOR INFORMATION: AI1&ALTERATIONS TO THE BAKER RESIDENCE JOHN ENGLISH SHOO FLYING HILL ROAD JOHN T.ENGLISH-ARCHITECT ORMFIV LE.MASSACHUSETTS 11 LEMUEL COBS ROAD 6\gSERED 4R 7r PLYMPTON,MA 02367-1520 M4$ Phone:781-582-0703 GIN Fax :781-582.9797 z JTEarchilect@aol.com 8206 �0 VMPTON tight,0 03 by Trus Joist, a Weyerhaeuser auaineaa AcJ.S. . uoHAM 1 a registered trademark of Trus Joist. ��(ly OF eAa55P� OCT-21-03 08 :28 AM JOHN T. ENGLISH ARCHITECT 781 826 0703 P. 03 i, ;ti YY aSECOND FLOOR BEAM ABOVE KITCHEN&DINING AREA �"g� anima 1, serielPA�mE�r_7=112574 2 PCS of 1 3l4�t x 11 1/4" 1.9E Microllam®LVL ? un s" THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:28' �_-- Product Diagram is Conceptual. is x a Header(Flush Beam)Member. Tributary load Width:1. Loj I Group-Residential-Living Areas(psf):0.0 Live at 100%duration,80.0 Dead erficaI Log s: Type Class Live Dead Location Application Comment UnNorm (pl,i Floor(1.00) 240.0 84.0 0 To 24' Adds To Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead[Uplift/Total :1 i Stud w, N 3.50" 3.50" 1493/94710/2440 End,Rim 1 Ply 1 1/2"x 11 1/4"1.5E TimberStrand®LSL x Stud w ill 3.60" 3.50•' 3961 1 2958 1 0I6919 Intermediate None Stud w A 3.50" 3.50" 691/656/0/1346 End,Rim 1 Ply 1 1/2"x 11 1/4"1.5E TimberStrandO LSL N OLS: Maximum Design Control Control Location Shear(Ibs •3546 -3096 7461 Passed(41%) Rt.end Span 1 under Floor loading Moment( bs) -9352 -9352 16137 Passed(56%) Bearing 2 under Floor loading Live Load fl(in) 0.190 0.461 Passed(U876) MID Span 1 under Floor ALTERNATE span loading total Load Defl(in) 0.276 0.692 Passed(U602) MID Span 1 under Floor ALTERNATE span loading n riteria:STANDARD(LL:U360,TL:U240). 4arsdng(LAj:All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of feral brag g is required to achieve member stability. Tl►e load ditions considered in this design analysis include alternate member pattern loading. NOTES: RTA TI The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will accompl in accordance with TJ product design criteria and code accepted design values. The specific product application,input design toads, stated ' nsions have bean provided by the software user. This output has not been reviewed by a TJ Associate. OR pr are readily available. Check with your supplier or TJ technical representative for product availability. 'f}.6 YSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. tress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. See J SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection, C F TI OPERATOR INFORMATION: AdDi &ALTERATIONS TO THE BAKER RESIDENCE JOHN ENGLISH 621:6 FLYING HILL ROAD JOHN T.ENGLISH•ARCHITECT SENEO ENTLE,MASSACHUSETTS 11 LEMUEL COBB ROAD \S MA Ai PLYMPTON,MA 02367-1520 Fy�c3 Phone:781-582-0703 u+ Fax :781-582-9797 o s JTEarchitect@aol.com 3 No O (YiyP7p Q s oppright ® 003 by Trus Joist, a Weyerhaeuser busines MASS. J krollast I a registered trademark or Trus Joist. 9 N QF MPVVEt`C�` OCT-21-03 08 :34 AM JOHN T. ENGLISH ARCHITECT 781 826 0703 P. 10 � I � HEADER AT LIVING ROOM SLIDER terw►dw,mec�oo2„2s�a 2 Pcs of 1 3/4 x 91/4 1.9E Microllam®LVL 9i &3823 PM : ,.s.�. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Gro : Primary Load Group ^ 9' 5.00" ^ Vertical Reaction Total (lbs) 4275 4275 X..Ver 'cal Reaction Live (lbs) 3120 3120 ♦gi�ired aearing Length in 2.05(w) 2.05(w) X. Unbx3ced Length (in) 32 Loadinq on all spans, LDF = 1.00 Dead + Floor sign 3 a (Ibs) 3343 -3343 x.Shea (iba) 4129 -4129 r R ction (lbs) 4129 4129 upAott action (lbs) 4275 4275 ant ( -Lbs) 9720 ive DeP ction (in) 0.285 otal Deflection (in) 0.390 p. Loadl ig on all spans, LDF = 0.90 Dead Only sign 9 ar (lbs) 903 -903 Sbea (lbs) 1116 -1116 r Re 3ction (Ibs) 1116 1116 upport Feaction (lbs) 1155 1155 quent ( -Lbs) 2626 INFORMATION-OPERATOR INFORMATION: IA�DITO 5&ALTERATIONS TO THE BAKER RESIDENCE JOHN ENGLISH 01-SHOC t FLYING HILL ROAD JOHN T.ENGLISH-ARCHITECT 001SITE LLE,MASSACHUSETTS 11 LEMUEL COBB ROAD �gtE ED aR�H�l PLYMPTON,MA 02367-152 MA Phone:781-582-0703 �! Fax :781-582.9797 JTEarchitect@aol.com t �, .8205 MPTON Wa�rigbt v 003 by Trus Joist, a Meyerbaeuser Business MASS. ` . ietollsed a registered tradematk of True Joist. P trp of sass OCT-21-03 08 :36 AM JOHN T. ENGLISH ARCHITECT 781 826 0703 P. 13 r , r Fir 1 'I rSyhA' /1Q HEADER AT FRONT RIGHT BEDROOM WINDOW s«;a W 2 Pcs of 1 314"x 9114" 1.9E MicrollamlD LVL 2.1 6:44:40 PM SnOft NsiM 1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED t 6-3 - Product Diagram is conceimmi. lysla is fc a Drop Beam Member. Tributary Load Width:1' tyLost Group-Residential-Living Areas(psf):270.0 Live at 100%duration,96.0 Dead l Loa ype lass Live Dead Location Application Comment ntrlbs) loor(1.00) 4320 1728 1'9" - Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/UplifUTotal Stud VA I 3.50" 3.50" 2633 1 104810/3680 Ll 1 Ply 1 3/4"x 9 1/4"1.9E Microllam®LVL SWwi I 3.50" 3.50" 2633 11048 10 13680 L1 1 Ply 1 314"x 91/4"1.9E MlcrollamID LVL NT Maximum Design Control Control Location (63) 3618 -3282 6151 Passed(53%) Rt.end Span 1 under Floor loading (Ft ) 5258 5258 11204 Passed(47%) MID Span 1 under Floor loading Load fl(in) 0.027 0.106 Passed(U999+) MID Span 1 under Floor loading r Load I all(in) 0.037 0.158 Passed(L/999+) MID Span 1 under Floor loading h C iteris:STANDARD(LL:U360,TL:L/240). dp(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of is required to achieve member stability. TAN t The analysis presented is output from software developed by Trus Joist(TJ), TJ warrants the sizing of its products by this software will i( I in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, itatad d Mons have been provided by the software user. This output has not been reviewed by a TJ Associate. t®prod are readily available. Check with your supplier or TJ technical representative for product availability. a ANAL SIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Sess Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. See T SPECIFIERS/BUILDER'S GUIDES for multiple ply connection. WORMA I N: OPERATOR INFORMATION,, TIONS ALTERATIONS TO THE BAKER RESIDENCE JOHN ENGLISH .a. •'_. 1.Sii00: FLYING HILL ROAD JOHN T.ENGLISH ARCHITECT s�wf AR�y�TE R1/l MASSACHUSETTS 11 LEMUEL COBB ROAD ��, �p S F,yclC� PLYMPTON,MA 02367-1520 Phone:781-582-0703 o s Fax :781-582-9797 JTEarchitect@aol.com P PTO tight C 2C 3 by Trus Joist, a Neyerhaeuse!' Business 6114a®is registered trademark of Trus Joist. l OCT-21-03 08 :37 AM JOHN T. ENGLISH ARCHITECT 781 826 0703 P. 14x n HEADER AT FRONT RIGHT BEDROOM WINDOW =!' SO" ?owl12574 2 PCs of 1 314" x 9114" 1.9E Microllam®LVL 2 6:44:40 PM 1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED d GrOt P Primary Load Group 7 3' 2.00" " V.e;t ical Reaction Total (lbs) 3680 3680 ver kcal Reaction Live (lbs) 2633 2633 .:: red earing Length in 1.76(W) 1.76(W) Unbi3ced Length (in) 32 aoadin on all spans, LDF 1.00 Dead + Floor sign St ear (lbs) 3282 -3282 Shea (lbs) 3618 -361% *06ir Re action (lbs) 3618 3618 guPportIfaction (lbs) 3680 3680 oment (. -Lbs) 5258 ve Def ction (in) 0.027 `otal Oe ection (ini 0.031 Loacli iq on all spans, LDF 0.90 Dead Only Sign $ ar (lbs) 936 -936 :Shea (lbs) 1030 -1030 r Reaction (lbs) 1030 1030 upport_leaction (lbs) 1048 1048 nt ( -Lbs) 1500 INFOR OPERATOR INFORMATION: $MO(t` . 5&ALTERATIONS TO THE BAKER RESIDENCE JOHN ENGLISH W T FLYING HILL ROAD JOHN T.ENGLISH-ARCHITECT �S�EREO.S 1j :CEMR% LI.E,MASSACHUSETTS 11 LEMUEL COBB ROAD S PLYMPTON,MA 02367-1520 u, Phone:781-582-0703 = Fax :781-582-9797 JTEarchitect@aol.com 'J jowight 6 003 by Trus Joist, a Weyerhaeuser Business Jf if�A S��J krollaw a registered trademark of Trus Joist. l OCT 21-03 08 :38 AM JOHN T. ENGLISH ARCHITECT 781 826 0703 P. 15 fem HEADER AT SECOND FLOOR COVERED PORCH a AVl4yerAanaerausieae �� n . tperme.1002112574�„zs74 2 PCs of !34x141 i 9E Mc ro Ilam LVL 3 6:18:02 PM 1-6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Slope:0112 Roof Slope0112 5 AS d1ir iiamforts are horizontal. Product Diagram is ConeeptUaL r iS r a Drop Beam Member. Tributary Load Width:1' Loa i Group-Roof(psf):420.0 Live at 125%duration,168.0 Dead Jug Input Bearing Vertical Reactions fibs) Detail Other Width Length Live/Dead/UplihlTotal b Stud w A 3.50" 3.50' 3360114521014812 L1 1 Ply 1 314"x W'1.9E Microllam®LVL Stud w A 3.50" 3.50" 3360 1 145210/4812 L1 1 Ply 1314"x 14"1.9E Microllam®LVL NNTROLS: is Maximum Design Control Control Location (Ars) 4712 -3935 11638 Passed(34%) Rt.end Span 1 under Roof loading Monteril(F ) 18455 16455 30323 Passed(61%) MID Span 1 under Roof loading On Load I vill(in) 0.406 0.522 Passed(U463) MID Span 1 under Roof loading tati Load )Oil(in) 0.562 0.783 Passed(L/323) MID Span 1 under Roof loading n riteria:STANDARD(LL:L/360,TL:U240). (Lu AA compression edges(top and bottom)must be braced at 2'8"olc unless detailed otherwise, Proper attachment and positioning of .bred is required to achieve member stability. T T I The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will acEomgI had in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, elated; mansions have been provided by the software user. This output has not been reviewed by a TJ Associate. are readily available. Check with your supplier or TJ technical representative for product availability. IS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. s Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. 386:1 J SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. MATI : OPERATOR INFORMATION: A ALTERATIONS TO THE BAKER RESIDENCE JOHN ENGLISH ;HOO FLYING HILL ROAD JOHN T.ENGLISH—ARCHITECT .. tEt+t:o nr��tir CEMrER' MASSACHUSETTS 11 LEMUEL COBB ROAD MAS f� For A. PLYMPTON,MA 02367-1520 c!� Phone:781-582-0703 u' x Fax :781-582-9797 " y JTEarchiteet@aol.com LYAMfrT MASS, tot O 03 by Trus Joist, a Weyerhaeuser Business Q. cuoileme:I a registered trademark of Trus Joist. `TFl Qf i�P OCT-21-03 08 :39 AM JOHN T.ENCLISH ARCHITECT 781 826 0703 P. 16 HEADER AT SECOND FLOOR COVERED PORCH swwN, :7002112574 2 Pcs of 1 3/4"x 14" 1.9E Microllam®LVL •k, 6:48:02 PM iwp 1 :1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Il 4 Gro Primary Load Group 1 g ^ 15' 8.00" ^ ;•:;.r; Vet cal Reaction Total (lbs) 4812 4812 :a it- Ver 'cal Reaction Live (lbs) 3360 3360 Lred aring Length in 2.31(W) 2.31(W) x., Unbraced Length (in) 32 ding : all spans, LDF = 1.25 Dead + Floor + Roof sign $ ar (lbs) 3935 -3935 Shea (lbs) 4712 -4712 r. Re ction (lbs) 4712 9712 rt R action (Ibs) 4812 4812 qt I -Lba) 18455 ` Ve:Defl ction (in) 0.406 r.6ial Def ection (in) 0.582 Loadi 19 on all spans, LDF 0.90 Dead Only sign Sh ar (lbs) 1188 -1188 x Shear (lbs) 1422 -1422 or Rye ction (lbs) 1422 1422 rt R action (lbs) 1452 1452 nt (F -Lbs) 5570 Y F N. OPERATOR INFORMATION: 110 . ALTERATIONS TO THE BAKER RESIDENCE JOHN ENGLISH 8H00 FLYING HILL ROAD JOHN T.ENGLISH-ARCHITECT TMVI LE,MASSACHUSETTS EO AO 11 LEMUEL COBS ROAD ,S1 H/tF PLYMPTON,MA 02367-1520 Q MA Phone:781-582-0703 o Z Fax :781-582-9797 JTEarchitect@aol.com PLVN1 TP ON �e ye Ot 0 2 03 by TruS Jolat, a Weyerhaeuser Business ��y MA$S. ,. CF011am® is a registered trademark of Trus Joist. q. q(lp 0F i�As OCT-21-03 08 :39 AM JOHN T. ENGLISH ARCHITECT 781 826 0703 P. 17 NEW BASEMENT BEAM s«w�112574 3 PCs of 1 112"x 9 114" 1,4E Solid Sawn Spruce Pine Fir#2 a' sec:10 any rpon:1.6.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN 4e �r CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. ill is: r a Drop Beam Member. Tributery Load Width:1' rftsty Group-Residential-Living Areas(psf):360.0 Live at 100%duration,144.0 Dead input Bearing Vertical Reactions(lbs) Detail Other Width Length LiveMead/UpliftlTotal 1: .Studw 11 3.50" 3.5tY' 1440!610 I 0!2050 By Others-Rim 1 Ply 1 1/2"x 91I4"1.5E TimberStrand®LSL 2 Stud w II 3.50" 3.50" 1440/61010!2050 By Others-Rim I Ply 1 1/2"x 9 1/4"1.5E TimberStrand®LSL T Maximum Design Control Control Location (ba) 1964 -15DS 1943 Passed(77%) Rt.and Span 1 under Floor loading iuxsnt(F ) 3765 3765 5916 Passed(64%) MID Span 1 under Floor loading Live,Load I ell(in) 0.067 0.256 Passed(Ll999+) MID Span 1 under Floor loading T(tat load W(in) 0.096- 0.383 Passes U960) MtD Span 1 under Floor loading riteria:STANDARD(LL11360,TL:U240). Is iv xinent was increased for repetitive member usage. g(Lp) All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lbrat required to achieve member stability. altar' shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. as umes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. T : i The anaysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software wil dbCtNfl ' hod in accordance with TJ product design criteria and code accepted design values. The speck product application,input design toads, stisMd; ensions have been provided by the software user. This output has not been reviewed by a TJ Associate. a8 prod are readily available:•Check with your supplier or TJ technical representative for product availability. sawn ber analysis is in accordance with 1997 NDS methodology and is solely presented for comparison purposes. Program limitations and about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of sawn bar materials. Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above. Sie SPECIFIERS I BUILDER'S GUIDES for multiple ply connection. HC ION: OPERATOR INFORMATION: t�1 S ALTERATIONS TO THE BAKER RESIDENCE JOHN ENGLISH - SHOO FLYING HILL ROAD JOHN T.ENGLISH—ARCHITECT. PIENTERVI lE,MASSACHUSETTS 11 LEMUEL COBS ROAD \S�Eat o PLYMPTON,MA 02367-1520 ' P��OSEdc�� Phone:781-582-0703 Fax :781-582-9797 z JTEarchitect@aol.com o �" c8 AMP N l r10ht o o] by Tn.s Joset, a weyerhaeuaer Business MASS. f EA Tti of r�ASS� OCT-21-03 08 :41 AM JOHN T. ENGLISH ARCHITECT 781 826 0703 P. 18 T: .f 'p e .,q.1�S NEW BASEMENT BEAM .7M++ 3 Pcs of 1 1/2"x 9114" 1.4E Solid Sawn Spruce Pine Fir#2 a 6:65:+0 Pon +.B.� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED f Gro : Primary Load Group Ver cal Reaction Total (lbs) 2050 2050 V.itt Leal Reaction Live (lbs) 1440 1440 Ind learing Length in 1.50(w) 1.50(w) Unbr ced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor sign Sh ar (lbs) 1505 -1505 x Shear (lbs) 1964 -1964 r Re ction (lbs) 1964 1969 Q�Ort R action (lbs) 2050 2050 pt (F -Lbs) 3765 "'We'Def1 ction (in) 0.067 ptal Def ection (in) 0.096 Loadii 9 on all spans, LDF 0.90 Dead Only 'aign Sh ar (lbs) 498 -998 'R-Shea r (lbs) 584 -589 i0er Re ction (lbs) 584 584 UPPOrt R action (lbs) 610 610 nt (F -Lbs) 1120 N: OPERATOR INFORMATION: N$&ALTERATIONS TO THE BAKER RESIDENCE JOHN ENGLISH 1 OHOQ'T FLYING HILL ROAD 5tEFE0 AgCti JOHN T.ENGLISH—ARCHITECT a it RVI MASSACHUSETTS Q UMAS c F� 11 LEMUEL COBB ROAD G� PLYMPTON,MA 02367-1520 u� Phone:781-582-0703 Fax :781-582-9797 pLY. MP JTEarchitect@aol.com MASS; rlpbt 0 7 3 by 7rus Joist, a Weyerhaeuser Business !jy OF pAPS�G 'n. y fy r i t 4 "i � �"'11-I.I.-I, . % I ......:��iiii�,' 1 , ,����i���r.���i!ll . 1 .1111 ' T�f f Ow Nailing Parallel 3fl -'• "' ''• i t3- to Glue Lines VERSA RIM® VERSA-RIM PLUS® DF VERSA-LAM® DF VERSA-LAM® Nall Slze (1�/is'") (lsfis") (1%a) (3'/z') All Products (Narrow Face) 11 O C End O.C. End O C. End O C End O.C.'` End [mchesj [inches],� [inches] 1.[inches]. [inches] [inches] : [inches] [inches] [mches]� [inches] ,w 8d Box 3 1 Yz 3 i 1 Yz 2 1 2 Yz 2 Yz 8d Common ' 4 3 3 2 3 2 2 1 2 1 ` 10d&12d Box:'; A A 8 2 : 3 2 Z 1 ,' ........_ z1 11 16d5ox 4 3 i 3 2 3 2 2 1 2a 1 1 , 1041&12d Common 6 4 4 3 4 i 3 2 2 2 2 16d Sinker 6 4 :i 4 3 4 3 2 2 . 2' 2 W 16d Common 6 4 6 ..... 4 :' 6 3 2 2. . 2 .2 Nailing Slmp11 son A35F Use Perpendicular Slmpson LTP4 ! Sd"z 1 Yz"Nails to Glue Lines (Wide Face) • If more than one row of nails is used,the rows must be offset at least 1/2 inch. �...,...11.11.....1".. � '.'!� x "I" , = � " .I �:!!:::;; M&,� „ ,,, ,-. b �,,a 71, i I �, b I ,,i,;A I 11 E�/ I ,-C11"N �_______ ; � -" ;;;; im 110p,!,Z :1�1� I "I 1 !a 5-II/ z 2.7 1861 23`25 24.3 7 ! 9'fh 16.6 12303 26373 461.7 1 t- 7 is . t 2453 3018 5516 7 cQ'!b 17.1 1?_635 2.7736 .506.1 1 '!a! 9`i: 4.a 3130 6208 11,5 4 7 111,/a 2().2 14'963 38171 83Q.6 1 `.�. 9 1<: .I . 3214 6529 125 7 > 11 ,8 21'.4 15794 .42276 976.£3 11 $;100 Fb SP 1',a 11 1. 5.5 3806 8085 207.6 3084 Fb I3F 7 14 2 r.2 118620 57694 i fatlQ.7 1 , 11'/3 5.8 4Q;18 95�1 244.2 7 16': 28.$ 21280 74246 2389 3 1 I 14 6I9 4737 13 81 400.2 7 ' 181 32.4 23940 92746 ;34Q2.0 1 �a 16 7.9 5413 17477 597.3 j 7 20! 3fi.0 26600 113169 4666.7 1 !a 18 $.8 6000 29831 850 5 7 24' 43.2 31:920 159695 8.064.0 3�;z 511< 4,0 3fi58 4?39 4 8 5 3"a: 71r 6.5 4821 $323 1111 3 � aa 31"I 91ra $11,11" .3 6151 13187 %230.8 3' Ifi _11111.3�/t; 91iz 8.5 6318 1:f868. 20.1 ° ,a °° ....n „ ... _.. 1. 3�!zl 111ia 1O"1 74'f31 190$6 41'5.3 Grade 3100 Fb SP' .0. FbiDF;"2200 Fb DF'II 3100 Fb"SP" 30$0 Fb Dfi 31J1 111iK 1 Q.7 7897 21138 48F3.4 Modulus of Elasticdy E(x 108psi)i" 2.0 2.0 1.8 2.0# 3T!z' 14 12.0 93:i0 28.$47 80Q.3 Bending, 1J' F.:y(psi)'""'! 3100 3080 2200 .3100 3 ,z 16 : 14,E 106. 0 3723 1194 7 Horizontal Shear, 31Ir 18 16,2 11970 46373 1701 Q Fv(Psi)'2"" 290 285 285 290 -_ 3112 20 18,0 133 0, 56584 233.3 3 Tension Parallel to Grain, r Fa(psi)'2"°' 2250 2100 1601. 0- 2250% 511a 5',4. 7A 5237 678u 6;3 3 Compression Parallel to Grain, 51/.. 5 '2; 7,4 5486 7409 72.8 Fcll(Psi)"' 3000 3000 3000 300Q„ 51j1! 71,4 9$ 7232 1.I112 84 166 7 i Compression PerpendicI.ular1. to Grain,Fcl(ps)""s' 850 900 900 850, 511: 9'`d:: 12.5 9227 1 a780 34'6 3 51/a 91; 12 S 9476 20802 375 1 1.This value cannot be adjusted for load duration. 2.This value is based on a load duration of 100%and may be adjusted for other � z:ziF;�::::t;.*:; i - 51rd 1111a 1 1 Z 11222 28628 622.9 load durations. 3®&U Fb DF 51rk, 1. 11/1j ]b... 7 11845 31707 732.6 3. Fiber stress bending value shall be multiplied by the depth factor,(12/d)"'where d=member depth[in]. 71t4 14 ' 18.9 13905 43271 12{1.11 0.5 4.Stress applied perpendicular to the gluelines. 5114 16 21 6 159Fi0 55585 1792.0 , 5.Tension value shall be multiplied by a length factor,(4/L)1/8 where L=member length[ft]. Use L=4 for members less than four feet long. 511 18 :i 24 3 17955 6II 9560 I 25!%1.5 6. Stress applied parallel to the gluelines. 1.51ti 2D 27 p 19950 8487J 3�00(l * Design properties are limited to dry conditions of use where the maximum moisture content of the material will not exceed 19%. 511a 24. ! 32.4 ?390 119;771 6Q4;8 0 * Fastener values are as provided in the National Design Specification®for sawn lumber with a specific gravity of 0.50. TOWN OF BARNSTABLE j CERTIFICATE OF OCCUPANCY PARCEL ID 193 049 GEOBASE ID 11906 ADDRESS 521 SHOOTFLYING HILL RD PHONE CENTERVILLE ZIP - LOT 1B2A&3A BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO 7345I PERMIT 77781 DESCRIPTION CERTIFICATE OF OCCUPANCY #V26S& PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: PROPERTY OWNER Department of ARCHITECTS: Regulatory Services TOTAL FEES: BOND $.00 prr CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 0 Mass. sbg9. 1 �DMAla BUIL ING DIV ION BY DATE ISSUED 07/09/2004 EXPIRATION DATE goU TOWN OF BARNSTAB.LE CERTIFICATE OF OCCUPANCY PARCEL ID 193 049 GEOBASE ID 11906 ' ADDRESS 521 SHOOtFLYING HILL RD PHONE CENTERVILLE ZIP - . LOT 1B2A&3A BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO �3y5! PERMIT 77781 DESCRIPTION CERTIFICATE OF OCCUPANCY #5 '3► PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS:- .PROPERTY OWNER Department of ARCHITECTS: Regulatory Services I TOTAL FEES: BOND $.00 CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 14I.30. � BARIV3I'ABLE, MASS. 1639. FO MA'S A BUIL ING DIV15 ION BY DATE ISSUED 07/09/2004 EXPIRATION DATE gp THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY'APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE I) 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. ® ® ® i.-ATjPills I s BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 t �4 2 2 2 1 , I% 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. �� I BwILD ING PenmlT ''� i (5W)Iz62-4035 FAX(5(30)790.6230 • BARNSTABLE.p ` MASS. 0 .639.e0 JACK FITZGERALD RFD MP1 BUILDING INSPECTOR TOWN OF BARNSTABLE REGULATORY SERVICES BUILDING DIVISION TOWN OFFICE BUILDING 200 Main Street,Hyannis,MA 02601 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I M A�C(, I DATA }l1 + t TOGS B , PARCEL ID 193 049 GEOBASE ID 11906 ADDRESS 521 SHOOTFL�VN& HILL RD a PHONE s - CENTERVILLE ZIP — t r r LOT 1B2A&3A ' LOCK LOT SIZE • � . DBA DEVELOPMENT. DISTRICT CO I PERMIT 72383 DESCRIPTION CONVERT GAR RENOV KIT BATH RMS/REPL,ACE WIND PERMIT TYPE BADDI TITLE BUILDING PERMIT ADDIHON . CONTRACTORS: PROPERTY OWNER Departmentof ARCHITECTS: ` TOTAL FEES: $333. 12 Regulatory Services BOND $.00 CONSTRUCTION CCjTS $83,264.00 43'4 RESID ADD/ALT/CONV 1 PRIVATF039. 7 MASS. F ` BU ,'DING-D SION,.., BY DATE ISSUED 10/21�2003 EXPIRATION DATE`,/ - f nrr.. OF BARNSTABLE BUILDING PERMIT 'S PARCEL. ID 193 049 GEOBASE ID 11906 ADDRESS 821 SHOOTFLY.`�INd-"11LL RD PHONE CENTERVILLE ZIP ` LOT 1B2A&3A BLOCK LOT SIZE r DBA DkVELOPMENT DISTRICT CO PERMIT 72383 DESCRIPTION CONVERT GAR/RENOV KIT BATH RMS/REPLA6E WIND PERMIT TYPE BADDI TITLE BUILDING PERMIT ADDIMON CONTRACTORS: PROPERTY; OWNER Department Of ARCHITECTS: x P Regulatory Services TOTAL FEES: $333. 12 BOND $.00` ,r CONSTRUCTION Cr,376 $83,264_00 ` 434 SID ADD/ALT/CONV �1, PRIVATE, S'*0 FR� ; ` +► BARNSTABLE, MASS. 039. BUII DING DIMIOL�1� BY DATE ISSUED 10/21/2003 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE '-FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY e BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELEPTRICAL INSPECTION/APPROVALS �,, I 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT b: 2 BOARD OF HEALTH OTHER: .-()- SITE PLAN REVIEW APPROVAL 7 OL�' WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. .J K' f h � 7 3 ' S•.nt i v.s Op INEr (/ ` r (508)862-4034 FAX(508)79"230 ' BARNSTABLE. MASS. A ' JEFFREY LAUZON F��+s BUILDING INSPECTOR TOWN OF BARNSTABLE REGULATORY SERVICES BUILDING DIVISION TOWN OFFICE BUILDING 200 Main Street,Hyannis,MA 02601 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) IM ^�C � DATA r _ TOWN OF" BARNSTABLE _ r' BTILD'ING PERMIT' PARCEL ID 193 ~.49 t EOBASF ID 11906 � ADDRESS 521 SHOOTFLYING HIE+ RD PHONE .CENTERVILLE �IP t LOT 1B2A&3A BLOCKl LOT SIZE e DBA DEVELOPMENT DISTRICT CO PERMIT 73451 . . DESCRIPTION ADD 2ND FL PERMIT TYPE BADDI TITLE BUILDING PERMIT ADDITION CONTMICTORS: PROPERTY OWNER Department of ARCHITECTS: Regulatory Services TOTAL FEES: $436.88 BOND $_0C' . R CONSTRUCTION COSTS $124 y 800.00 434 RESID ADD/ALT/CONY 1 PRIVATE 1 0 • BARNSPABLE, " I MAss. � i z6g9. � I BUS DING I ISION f > BYE) SURD,.,-2t)0 The Town of Barnstable - BARN STABLf, r MASS. O Department of Health ;Safety and Environmental Services 9�A �e3q. 7 ° Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 ' Fax: t1t508-790-6230 {:} PLAN REVIEW q Owner: •J \�Q�U� s �2�y Map/Parcel: 1 3 Project Address: Builder: V w n e,y The following items were noted on reviewing:_ —_ — _ -"'tee_'_"-'.."_'" , _`. a^ "r.^'"`.'�.: _—+—"..`*^-•` ..ter+._ r.. M. "�':.4-:--^' _- ._- _ _ 1 , •s 4� 4 1 Reviewed by: Date: "G Fq:building:foms:revitw PARCEL, ID 1531;/049 CEOBASE ID 11906 I ADDRESS 521: SHOOTFLYING HILL�RD PI40NE � CENTERVILLE ZIP - LOT IB2A&3A BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 73451 DESCRIPTION ADD 2ND FL PERMIT TYPE; BADDI TITLE BUILDING PERMIT ADDITION I CONTRACTORS: PROPERTY OWNER Department of 'kIRCHITECTS: Regulatory Services ',- 'I'0'1'AL FEES: $436-88 BOND $.00 �tNE CONSTRUCTION COOTS $124,800-00 PH 434 REBID ADD/ALT/CONV 1 PRIVATE 0�' „ BA NIRrABLE, • MASS. BUILDING DIVISION DATE .ISSUED 12/04/?003 EXPIRATION ,DATE..--" THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR -."ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS 4PERMIT.DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL CONSTRUCTION WORK: WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION " 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING'AND MECH- '3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE-OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECnRI/C,AL INSPECTION APPROVALS 2 �®cs`r ►^ct /�J �J€+�� 1 V(� d wc r: 3- 22-uA o�� 2 o. pk -AID1 f .3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 Z'3- y BOARD QF HEALTH OTHER: L Q �9W '� 1DgerJ- SITE PLAN REVIEW APPROVAL K E K SHALL NO PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS NSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY OUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- . NOTED ABOVE. TION. �4. i i I IQI►►ISS -1-� nm ---- — - �� Mu SMOKE DETECTORS O.ILI K. --- -- _ -----..-_-_------.-- ____:.---_ 1 — RNSTABLE BUILDING DEPT. LJ 1-4 �— — — — — — — Ft, — — —`_ - _ ——— — — —— — (�Uor� -I'b to Q c�e+r�e. @' 1 S�► 1; U►1 l� U1/� �Qv-v►►� � - `�Z 3 83 �Ro G LEv�T1oN _ SMOKE DETECTORS O.K. NS BULLUINO DEFT. - - ALL COFISTRIICTION eI.eLL , WITH TI! �M .TATe LlINDIWG �� 1 v Y,,, NEW SMOKE DETECT OR'RECGUIREMENTS 1. 17 ARE NOW L�`';���. .�!/Efti! Tii` A�DITIOI'�I OF A com i AM poopwm4r-" IN no MAIO SHALL EE FORT® TO Tl! ,LIWILILII[("T r PRIOR TO•�TART OR coWM1AT10N OF T►!WORK- _ - 9""` NEW By e OEM WILL TRiGGER AN !. ALL PLL"MIG Aro Fl�iTN6 eHML cpnpLY WITN THE MAeeAuueeT*s STATE - _ �-s y, g'-� T _ DETECTORS 4. Purism AIJc cApm WORK SMALL comply WITH THE IA86AC.M E o STATE � �P�;31"e;1 E OF T H E SMOKE L9.ECTRICAL GODS I/ETALL A cONTIIaOue RIDGE YENr AT ALL R, - - .. . :FOR.i•H E WHOLE O L-E HOUSE. Y O iJ MUST •. NSTALL ROOF&$HGLES ON 3�F$T ON ALL ISOOF AREAS. _ • - T. ALL ROOF AND W�4LL SHFATMNG SMALL BE yr n+cK�PLC. PLAN ACCORDINGLY AND, HAV — YOUR S• NSTALL SW M AND ICS SHIELD ON ALL ROOFS WMTM LESS THAN A 4M PRCM AND AT ALLFePe•VALLEYS AND EAVES. ELECTRICIAN TAKE OUT THE APPROPRIATE s ALL Jo*Te• FRAm4o NTO A FLLW4 FRAMED BEAT+ SHALL BE MM—TED By JOIST HANGERS. to.ALL MEADOW SMALL ISE 2-r.6"W►nESS OTM'JSIMSE NOTED THE DRAWR40e• PERMIT AT THE FIRE DEPARTMENT. M. ALL SUB•FLooRNG SHALL BE 3/4" TONaLE • GROOVE PLyWIOOD GUm AND — - NAIL®TO THE FLOOR FRAHTW- �f M NSTALL SOLID OR BUILT-UP POSTS UNVM THE BEARNG POINTS OF ALL fie• .(._.. _ _. ..s. .... .. . ALL POete SHALL BE AT LEAST AS WIDE AS THE BEAM IT M!SUPPORTNG. M NSTALL 60UDLE FLOOR JOISTS UNDER ALL PARTRIOHS OVER 4'd' M U94OTH _ _I 11404 RLN PARALL19-TO THE FLOOR JOIST SPAN DIRECTION. H.ALL NTEROR OR VcTERIOR WALLS OVER 9"Cr N FONT►SOMA-NAYS SOLID Y7c 4^MOCKNG AT MID FETGHT• - - IS.ALL WOO!OD PpA" 6 N COWACT WWTN CONCRETE SMML BE PRESSURS TREATED. - le.PROM k BRACNO OR SOLO IOOOD MOCKNG AT A"Al~SPACNG OF . S'•O•'AT ALL FLOOR At-AY*-PRAMNG. T7. NSTALL DOUMA Fl.1LLT'NW AOISTS AND TfLtVIERD AT ALL FLOOR OPEHNGS. _ e.EXTEROR'uwL SM"TMNG SHALL BE yr cax. SHEATWR40 SHALL SPAN OVM ALL PLATES,WAVE"LrrC- nl ALL NIOW CM AIViJfTl WALLS SHALL Be PRAMED WITFI 1'94"•W'o e. Lf ol .1D.ALL RWAMNG.LLS"IntR emEe SHALL BE AS NDICATW OK THE DRAWNGe. 21. ALL eII I.eFIMt BE PIa£SeUIlE TREATED -r.e"ON MEWA Aee SILL Sex• 22.EXTERIOR SIDNG ANO TRM SHALL BE NSTALJFD ON"TYVEK"wouSeWRAP• - 7. 23.NSTALL ALAMWAJM OUtTERS AND DOWNSPOUTS AS REQUIRED• ' 24.THE WM60WS SHOUN ON TM PLANS ARE ANDERSEN AND ARE FOR RAIGH OPEFIII/G e12ES ONLY. 26_ALL NTERIOR WALLS SHALL RECEIVE H" --OARD WITH A SKIM COAT OF - PLASTER. ALL CMW-.a SMALL HAVE A SMOOTH FlMISH- ALL WET AREAS OFIML $ F FRONT ELEVATION - WAVE WATER RESISTANT BLUEDOARD.ALL AREAS AT THE GARAGE UNDM SMALL _ 'd RECEIVE""FIRE RATED BLUlaOARD. arI i � f;' ADDITIONS d.ALTERATIONS TO THE BAKER RES EJ� -t"C .,..SOTS 521 SHOOT FlY1N0 NRl ROAD CENTERYILIE,Mnaona. u • , , o y - e� _f i « • t ♦ - . of e . . n A e x , I F , : : 1 h , 0.: .I 4 Ve K a 1 r g. r x I 7-6'w!'-T 'O w i'!'eLIDm 9'-!304'a e'er'OL Y4•a Y-D' 7i'w f'_ Yi' t_4 Y-'!'w 4'-7 ..•. _ P WO IOODe-4 6/1 - DA 61 6/1 - i ; � �AD�e r .. i 7- 4' 6•POeT BATH - .sous v 311 I BATH ; el I 1 a�iAss a wu I n DINIJG AREA � LIYRms ROOM �S\ . ;I - OAHM 40.4'O !'y'w -D1': R.O.Y.71e't Y-DY• 1 I cm TUzm.611 I ]9 R 1 r I AND INiD CAOeOAU �6� �Qtl ]-1!/4'w II V4'LVL 1LV617 fi ENTRY , a\ 1. "" 011 eeAn 4eovs 6I ~R OM t . I T I D. I i• !'-0' 10'-0' _ 6'-0' P Y-0' 4',171'N• _ i - - j O /\ Y - o ro• o ro• Yoe- � r14 WALK-INI' CLOSET : :COA' �•POD! --4'w�•PgAT6 D••O• Y-0' I . ;;4•w 6'Pb6 I I I 1 4•w 6'PORT Ia14LL s ure ;__ , J S 1°� u �c V s+r• Do 1 x W-G' o, -`=io• ; • w GAME ROOM 1 •i , b �, 1 !�~ _, i i . - �' sx� I7 e4• ,o•Nlae BALL 1 1 s'• -J I !�+• a 1�17 Ylltb'F146/D eeie a �NlAC1d1R6 , . S "' 1 __ r 1• 81 �— KITCHEN I '1 AR¢,A , I; 1414 DEN/Or-FICE a QOM _..h -• •. b 1 L__ I DA. I RSRIO.TJN . gel 'rYr6 TiVyM A71 4 • _ ra L17M ' � -!If 6-0• a R.O� 'w '-DY' TtlW13! .Y-I�1► •4' 'e/ PLO.YA'x Y-OM Y 4 a 7-I 3/4'w l V4'LVL WITN 1]•Dm L71�2: r • .. c . • ___• NeADOR6 rrTPIGAU :.±• GOY EDP TIO if * '' - a• T r 7 r -r • . - -e ' raDNo Tim46 0 TWeN „ rMS46 HI - G'w COLIRW6 lT1TK4U ! MI 4• PLO.Y40M•w W-24. ,].-Y IO'DI!/W I!/ VY v _ a 7. - � r ]- .' a LVL eeAn e 7' r I 4• 3: s 3 ; I i "�" re I Y4•N16N WALL mrPIGAL7 ` -INSTALL 7-1!/4 r 9 V4•LVL i I - - I I I .» I 1• I _ _ ) N[ADOR AEOV!ID<*TM WRLOUII[', e . d 1 , • I i 3-611 e.4. e*• s'o• ,.-0.. ,.o. ro• ro• r-0• !'-IN' 70• !.-M. �• e.-�. �w...,.. !'iT/. ]'�' -]'-9M•. _ 6'iTe' !'•Ile' !'.IN• D'.r 7.114' ra• ]I.•O. :. • r 4- w r , , FIRST FLOOR' PLAN fr - . 1. 1 - e f z y, • a a g a : 7 I • /y Irew 4'O' 7 P I x � - - -.- - - - - - - - - _ =� w s I • ,R.O. sew bomee sit is.. U.6. m 4 RA.Y-104'.!'aY• - Y rmw Isms MA b Ism - - - - - - - - - - - - - - - - - - - - } b I P,. lMC ' u •` - D - �1 �{ Y o I o !I•' b GL MM i t } m o' �:,o. • m.ay.. -rw .._ I •,-IY' t-T Yby' � x • .. �• .r I weu D'ww AT .. an w•u1.L var i I �• is txlemeo oeeLe I a d AO -� �_ i I Yb, Y .aV• ,o. Y-o'.as•Ma s.�.•b•q-. o FAMILY ROOM I : - o , >b i' DdIM >� 1 "'o r=1w' I X p X I b•s•7. 1•-,. 1'-10• ° e•-r �, ' I Po• 4. _ , EKWIT*46 ROOP lbMi48TER lompRoon s > Iywws Ruwoeee.u. pptEmf:"Doom - -� — — — — a- - — — — — — — — - - — — — — I a . � WVM D H RA rowPORCT tiI . .Y w o.s'-sl••.1'ar - - - - - - --- I AN 7.I'LI'. 'LVL ' �. 4w• G eew:n eeovi Q P - easpreas - - - :.1 - - - -- - - - - - - - , Q _. -- ---- — } , 1 , I ' 9 , m • • , I . x i p x • 73O .- }`.. .a -.' -.r 'o -0 - Y!O•r;I •a Y-0 - ..'bi•'. !'aV' , !'aK' -Yiw••' .-d , r4 , .' _ �.4. _ .. .. 20 C �-• 1'-0" � .. a , !:4 , s =r r Y. ,•. „, � _ • ... 4., a /+ �' a' - �e. SECOND FLOOR PLAN - ,.' � �•: •; .ceL6 41 •1- z• 4: _ { • a F s� r * A=3 fir?s.,". '#'• •+. - .• - _ - ----------"------------- ------------------------------------------------------------------"----------------------------------" '----�------------- - '► r------------------ ----------_---_-_---_--_-___-_____-__--___-----------__-------__--_------------------_--------------- - _ ------------_--_-_- � -------- I ' - i .,.. r '-"---"'--"--"-'-'-"-""-'-----------------------'------'------'_____1 ► _ - -- - ASW ' r T ' r - - - NOW POET»ADDV\ wrmo s i s-Y',fo•eeAM I•, 44 -44 .e ..=� -- - . r r I - -l}l�^_y` p ,�,mp �,y,�,rcam kil !ball i!/t i / / i�llltllll9lli!/i//Gl! 111/1 l 9 li8lllj . I r Imo f-21xw BEAM 95 - - --- WSTPIG STANO Nom f W L�Y1T OOUA•Ms ON I I To D8 Renov® • _ Ya•.Yam•■ eTm ruTW -. = r• __ - - (P"Tft'CAN r!t VY'TNI= - ------- e_ -___. --- -- ---- ------.... - -- ---- ------F-4 --------- --- r___-_-__s__:____a -____ '- -'-i a ----------------------------------------------------------------- ---------------------------------------Z a• 1 r , I j - -- - - -- ------ -- -------- --- - - - - - --- - - r•ou ►♦a O� i .._ _ carac.l6�oTMas e.- . - -- ------- - -- - - --------tj ' 1 7f•-19• - Ibb• W-V Y-Y 7•c• W-Io" >f•4• ,j 2esh »'ay' y'Q• so.o. 1 BASEMENT PLAN SCALE.VI•-1'O' u - AV a4 V1115 s IrvGar CIAis IpQ • r. 1ued Win"ag cu�i 4wpc V k _ owef PM, s t a N � ^ • *; w .. -. - • - fr �� - - ." 4•Ilgj.l�'ua.M� � //~�,` ,.. Y4 Z;,Y. 3 � 2- All °C•lei,leO.C. I >'III� Y 1,��I�..�• ' roves rand 6rrnr+a nr�a j DINING ante - _ _ : . rdI . 1 "Sx15t.One Nw 3-sSuei" 1ExI,%,lw6 _ p C"s tgc--90 GI a SG--G1vN - Q r. a•a rS,4 1,f ! , F ° 3� • ASK xcluNr. as i.r•ra _ t •_ � - '` " ,�• • _ vac Est RAWIHO oU R049P 911D3rhS1� Tt G up a YIA7D t t t a x P ' It G4VER�D OtGh} � HOMILY EMI . , ?, • �.: _ .° �° , ,,µ _,-,.> ' d" , tl1 , — ---- �' , , . i a , w i a // KIP►'e0.2*1�•It/G .w. _. '2ri IZa {LO.:. - _ '!. • - ,. _ - x a . .• • ti - i .3/'T��a•Yw:►7ri',�I,dp��verra�• - ,k •'J-t��a 9�.iLV1. , q , (�Vf9 P411D rt ti 'L • _ • - - - - - 7"1 .. , ee� nN�. err vq,rt---: - . -•• '� � ..4 ^ - a DE 41 L' 1 CROSS SE 7iQ3 ©ETAI §. SMaKE DETECTORS . - t •�° .. I =C><6•d°etil'7!R - a• sr"t•',x-b'�"AL�LlF :r6°w3•-f1• 7-6'<x 3•4 Yam! 4oil "if- ] .K 4•-a° fflrr+1e51e;. so t I .e -1 We OATFIODA"skew* We II ,by 004M s . idtrf; x R.o_4--Oh'x g''e+!' R.o.rya'r>,'-ea• i _ - ;�e 3A t T t i JI JI j€ - - Q 3e�• --- - - - - -- - g.dl'i 'x d .n_>. T 8 LITE - - - '-x4". _ "'e——— — - '•6• ..-. 1 ',` AiQ•K-,}'-�°0.0. r �' - GAMERoa►� P TR7 1 4 �'v-Hr +waa1 61.4t y� - It3i�4" 1NO �iR77��r 9 6" • 1 1 = 1 '1 }GRGNEN Eolk I- I 9/4"x 1 V4°LVL gowY .. 1d7]eaa � r _ .. �(YY1wC'4l"i .' : . ram° +I Af L t b ate e i s D.-J V4HS ;'_IK" Yam• 3•-IK" B'-lb" 3'-11 7 " .. . T_9K" 6'aei" .. - ea�o` ly ly 25•-0' 8'-0" 6'-O" 3'-116" 3'-Ik" 3-116'I - 11.-1p7►° 3•-116" 14'-876" 4•-0• — - - I I 1 — —• — — — — — — — —-- — - —-— — — — — — —, — — — — — — — — — — — — — — — — .- II b•-0•x 4'-0"G.T. I BTEAM SHOWER I T 4 QR.O.2'-10V x 4 gk" ! R.O.2'-1016"x 3-Sk" v e TW128 49, TW2B46 T11/214 46 TW3846 TU12832 TW-B31 I 1 f ! u MA TER 1 pi 13ARI - i of RINK 1 B TH WALK-IN Y I - - - - - - - - - - - - - - - - - - - - - CLOSET CLOSET x I II 8-0' 2'-315" 20'-065" u+ i 6'-HM1" 2,-r -S'-814" , � 1 i I FIREPLACE - I m I m N S atWI H WALL VENT ' Pm_ R 2'.66 x 6 to"P.D. I 2'-6"x 6'-8°P.D R j ! 4 FAMILY ROOM v / IWN9. � I4p ' 33'-0' I 23'-0" i r_7 21'-104" A'-0.0 4-IO" 4_IO" 6'-T•Q• I m p M48TER BEDROOM Yp - EX16TING ROOF FWH31686 FWH6068APLR I FWH316 6 6.0"x 6,-8" I r I I 4 FRENCH DOORS I Q I m I — — — — — _ — — — 1 — —� — — — — / m COVERED PORgy A21 TU13046 TU0046 TW3046 R.O.2'Olb"x 2'-0$" R.O.3'-24"x 4'-91¢• - - . ! I - 1--- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ! m 4 4 I I I 1.6 26• � _ .. I I I I 4.-0. " 2'1" 6'-0. 6.-0• b.-0" 2•-0" 4'-0" b'jx• 3'-"' 3'-616" T'bT�" 4•-0" I I I-0, 2S-O" 34 "" 25 - SECOND FLOOR PLAN SCALE-114".1'-0" ` - - ,. _< - 1 _ u♦ r y r - - , i MB' • _ • � - �' ._ r _µ: �,. _ 1 •t-^ f .-�. .. ... • '-, r v to �r + .� 3� ' t -- - . 1 - -- -- - ' 1 - r) - ~ _ K - . i ens� 1 .. y� _ •---_--'—_--____''_—�__--_—__--____^--�--_•-_`•. w -. e.7. . , 1ae'Mt�.nfM -S- 6. �. �� } - j �•-:: a ::� � .,' sA i - •i� �. �. .. i .� - r - I�p'f.YY(NLT OGtA1 ti +r� , q� , i- i a 1 �- ,. - t C i ---_____________—__________—___________—____— _ ___J i AZ F I h . •- j , i J • - - i. I tom. - * • Y-Y h K', 's t�' f 7�7 --C L A hil NT R'LAN t' + - 3a r w y I- ALL CONSTRUCTION SHALL COMPLY WITH THE MA68ACHUSETTB STATE 11 UILDING CODE. 2. ANY DISCREPANCIES IN THE PLANS SMALL BE REPORTED TO THE ARCHITECT PRIOR TC START OR CONTINUATION OF THE WORK, 3• ALL PLUMBING AND HEATING SHALL COMPLY WITH THE MASSACHUSETTS STATE PLUMBING CODE, 4. ALL ELECTRICAL WORK SHALL COMPLY WITH THE MASSACHUSETTS STATE ELECTRICAL CODE. 5. INSTALL A CONTINUOUS RIDGE VENT AT ALL RIDGES. 6. INSTALL ROOF SHINGLES ON W FELT ON ALL ROOF AREAS. I. .4LL. ROOF AND WALL SHEATHING SHALL BE 1/2" THICK CDX PLYWOOD.. S. INSTALL SNOW AND ICE SHIELD ON ALL ROOFS WITH LESS THAN A 4/12 PITCH AND y AT ALL HIPS, VALLEYS AND EAVES. 9. ALL JOISTS, FRAMING INTO A FLUSH FRAMED BEAM SHALL BE SUPPORTED 15Y JOIST HANGERS. 10. ALL HEADERS SHALL BE 2 - 2"x8" UNLESS OTHERWISE NOTED ON THE DRAWINGS. I1, 'ALL SUB-FLOORING SHALL BE 3/4" TONGUE t GROOVE PLYWOOD GLUED AND NAILED TO THE FLOOR FRAMING. 12. INSTALL SOLID OR BUILT-UP POSTS-UNDER THE BEARING POINTS OF ALL BEAMS, ALL POSTS SHALL BE AT LEAST AS WIDE AS THE BEAM IT 18 SUPPORTING. J3. INSTALL DOUBLE FLOOR JOISTS UNDER ALL PARTITIONS OVER 4'-0" IN LENGTH r` WHICH RUN PARALLEL TO THE FLOOR JOIST SPAN DIRECTION. 14. ALL INTERIOR OR EXTERIOR WALLS OVER 8'-O" IN WEIG14T SHALL WAVE SOLID 2"X 4" BLOCKING AT MID HEIGHT. I5. ALL WOOD FRAMING IN CONTACT WITH CONCRETE SHALL BE PRESSI,IRE TREATED,, 16, PROVIDE "X" BRACING OR SOLID WOOD BLOCKING AT A MAXIMUM SPACING OF 8'-0" AT ALL FLOOR AND ATTIC FRAMING. il. INSTALL DOUBLE HEADER JOISTS AND TRIMMERS AT ALL FLOOR OPENINGS. IS. EXTERIOR WALL SHEATHING SHALL BE 1/2" CDX, SHEATHING SHALL SPAN OVER ALL PLATES, HEADERS ETC. IS. ALL INTERIOR AND EXTERIOR WALLS SHALL BE FRAMED WITH 2"x4" u lb" o.c. `=*20-ALL FRAMING LUMBER SIZES SHALL BE AS INDICATED ON THE DRAWINGS, 21. ALL SILLS SHALL BE PRESSURE TREATED 2 - 2"x 6" ON 'FIBERGLASS SILL REAL. 22, EXTERIOR SIDING AND TRIM SHALL_BE INSTALLED ON "TYVEK" HOUSEWRAP. 23. INSTALL ALUMINUM GUTTERS AND DOWNSPOUTS AS REQUIRED. 24. THE WINDOWS SHOWN ON THE PLANS ARE ANDERtSEN AND ARE FOR ROUGH OPENING SIZES ONLY, 25. ALL INTERIOR WALLS SHALL RECEIVE ki" EN I BOARD WITH A SKI}"t COAT OF PLASTER, ALL CEILINGS SHALL HAVE A SMOOTH FINISH. ALL WET AREAS SHALL HAVE WATER RES18TANT BLUEBOARD. ALL AREAS AT TIE GARAGE UNDBq 6HA44_. RECEIVE 5/8" FIRE RATED BLUEBOARD. I1Vf�l;. I. ALL CEILINGS SHALL RECEIVE 9 1t", ' R - 30 INSULATION. 2, ALL EXTERIOR WALLS SHALL RECEIVE 3 It", R-15 INSULATION.` 3. THE BASEMENT CEILING SHALL RECEIVE 6 1/4", R-IS INSULATION, 4. ALL BATHROOM AND BEDROOM WALLS SHALL RECEIVE 314", R-15 INSULATION.