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Home My WebLink About0117 LEWIS STREET �� c�� ,� I"ET°�ti Town Of Barnstable Building Department - 200 Main Street sARNSTABLE. * Hyannis, MA 02601 9�A b A,�� (508) 862-4038 rFO MA'I Certificate of Occupancy Application Number: 200802458 CO Number: 20080173 Parcel 10: 310116 CO Issue Date: 09/08108 Location: 117 LEWIS STREET Zoning Classification: RESIDENCE B DISTRICT Village: HYANNIS Gen Contractor: ANDERSON, DAVE — Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: f� Building Department Signature Date Signed t APPROVED TOWN OF BARNS�TABLE ❑ GAS U..WIRING, s, PLU M.B-I- G ❑ BU I LM! 0 b TOWN 9,T BARNSTABLE ��NE-r� Building , °�► Application Ref: 2D 5g. R BARNS TABLE, Issue Date: " Permit 06/06/08 J .,9 MASS �A i639• �� Applicant: ANDERSON DAVE tFp�.1 A . Permit Number: B 20081190 Proposed Use: SINGLE FAMILY HOME ' „rr'Expiration Date: 12/04/08 Location `117 LEWIS STREET . Zoning District RB Permit Type: RESIDENTIAL ADDITION/ALTERATI0 Map Parcel 310116 Permit Fee$ 153.00 Contractor ANDERSON,DAVE' Village HYANNIS App Fee$ 50.00 License Num ,'049405. r Est Construction Cost$ 30,000 ,er r' Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND ALTER EXIST 2ND FL FRAME TO RELOCATE STAIRS,REMVE 2ND L THIS CARD MUST BE KEPT POSTED UNTIL FINAL BATH,NEW KITCHEN 1ST FL;INTERIOR FINISHING INSPECTION HAS BEEN MADE.'WHERE A CERTIFICATE OF OCCUPANCY I&REQUIRED,SUCH . Owner on Record: DEUTSCHE BANK NATIONAL TRUST CO BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1761 EAST STREET INSPECTION HAS BEEN MADE. ANDREWS PLACE SANTA ANA,CA 92705 Application Entered by: PR Building Peniiit Issued By: �`�� THIS PERMIT CONVEYS NO:RIGHYTO OCCUPY ANY::STREET;ALLY OR-SIDEWALK ORANY PART THEREOF,EITHERTEMPORAMLY ORTERMANENTLY'. ENCROACHEMENTS ON PUBLIC PROPI RTY,NOT,SPEC[FICALLY.PERMITTED UNDER THE BUILD)v`G;CODE,MUST BE•APPROVED,BYiTAE'JURISDICTIQN. f STREET OR ALLY GRADES AS W ELL AS DEPTH,AND'LOCATION OF PUBLIC,SEWERS MAYsBE OBTAINED,FROI�t THE DEPARTMENT OF'PUBLIC WORKS. THE ISSUANCE OF THIS.PERMIT DOES NOT•RELEASE TH&AP,PLICANT FROM THE CONDITIONS OF.ANY"APPLICABLE'S" IVi'SION RESTRICTION MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK:.< 1.FOUNDATION OR FOOTINGS. I ,..,. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.W*ING&-PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. s WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. e WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF.CONSTRUCTION:4 PERMIT `W` ILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE TI-TE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO.NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL a.142A). Ila BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL PvTSPECTION APPROVALS e : �DA . 3 Z�,-! 06f l Heating Inspection Approvals Engineering]Sept Fire De p 2 fi;�_L;q'� ,� S Board o AHeth-' - Gam" TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION_ Map Parcel, Application ( 5 Health Division Date Issued cZc Conservation Divi Jul G� Application Fe Planning Dept. `_` Permit Fee — E;9 Date Definitive Plan Approved by Planning Board Historic OKH Preservation/Hyannis P Project Street Address Z e-'ext3 Village rc_vt� S Cu/— Owner �p I/L/j c,L Address D Telephonej�— Permit Request F ` Square feet: 1 st floor: existing , proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction TypeA'�DXD Lot Size Grandfathered: ❑Yes , ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) t Number of Baths: Full: existing new D Half: existing � ``Y new Number of Bedrooms: existing Onew �a rJ Total Room Count (not including baths): existing new First Flocf2Room mount o Heat Type and Fuel: 1Gas ❑ Oil ❑ Electric ❑Otherf; y Central Air: ❑Yes �110 Fireplaces: Existing D New Existing wo d/coal stove'❑Yes Ao c� m Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn:- existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name A �J/�s�ocr-�/ Telephone Number �d �/ 2 Address License # 019410 6- Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE C7L4D ,I FOR OFFICIAL USE ONLY AP ICATION# D ` E ISSbED i MAP/PARCELNO. ADDRESS I VILLAGE OWNER . DATE OF INSPECTION: ! FOUNDATION i `FRAME -� INSULATION FIREPLACE c - ELECTRICAL: ROUGH FINAL :;'PLUMBING: ROUGH FINAL "GAS: r` ROUGH FINAL ! , } FINAL BUILDINGS— � DATE CLOSED OUT t I _ A SOCIATION.PLAN;NO. s f , The Commonwealth of Massachusetts -- Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, AM 02111 wwwanass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Prin Le 'bl Name(Business/Organizationflndividual); U Address: �1e o ��- City/State/Zip: Oct �) Phone.#: �� Ar ou an employer? Check the appropriate box: Type of project(required): 1. I am'a employer with &0- 4. 1 am a general contractor and 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. emodeling ship and have no employees These sub-contractors have g; FjDeInDlition working for me in any capacity: employees and have workers" 9 Building addition [No workers' comp.-insurance Gomp•msuraace.1 required-] 5. We are a corporation grid its 10. lectrical repairs or additions officers have exercised their 11. lumbing repairs or additions 3.❑ I am a homeowner doing all work myself. [No workers' comp. right of exemption per 1v1GL 12. Roof repairs insurance required.]t c. 152, §1(4),and we have no 13 Othert �z/c employees. [No workers' .❑ comp.insurance required.] ''Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submt this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub=contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and jab site information. Insurance Company Name: Lk) L Aue'l Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: ` S /�K-( City/State/Zip: Attach a copy of the workers' compensation policy*decaraltion page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to $1,500.00 znd/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 forwarded to the Office of Investi atio Lthe DTA for insurance coverage verification. I do her under the p5lng.7ndpenalties of perjury that the information provided above i true and c rrect Si afore: r Date: Phone#: . Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6. Other Contact Person: Phone#: Information and Ins' &u.coons Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees: Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hue, express or implied, oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity, or any two or more including the legal representative's of a deceased employer,or the of the foregoing engaged in a joint enterprise, and incl g eg p receiver or 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, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7) states `Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, i.f necessary, supply sub-contractors)name(s), addresses)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies'(LLC) or Limited Liability Partnerships (LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the nurrtber listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address" the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the Applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.) said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a,call The Department's address,telephone-and fax number: The Commonw( th of IMassacbusetts Department of Industrial Accidents Office of Investigations. 600 Washington Street Boston, MA 02111 Tc1. # 617-727-490.0 ext 406 or 1-U7-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www-.rnas5.gov/dia �oFCHergy� Town of Barnstable Regulatory Services w BARNSTABLE, Thomas F. Geiler, Director �ATFo �Ak, Building Division Tom ferry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign. This Section If Using A Builder as Owner of the subject property hereby authorize ZdIIQ5(60J to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address:of Job) Signature of Owner Date (` 0S)(8 c Print Name If Property Owner is applying for permit please complete the Homeowners License- Exemption Form on the reverse side. Town of Barnstable pt IHE Tp� " Regulatory Services Iw sARNSfAaLE Thomas F. Geiler, Director MASS. r6yg. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis., MA 02601 www.town.barnstable.ma.us Ofice: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s) who owns a parcel of land on'which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible'for all such work performed under the building permit. (Section 109.1.1) _ t 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 requirements. Signature of Homeowner Approval of Building Official 1 Note:I Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a.building permit is required shall be exempt from the provisions of this section(Section,109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do,such work,that such Homeowner shall act as supervisor.." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors;Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. /ificate Page 1 of 2 ' Submit Request ' Change Cert Holder Add Ce_r Holder Bottom of Form Help Service_Menu CERTIFICATE OF LIABILITY INSURANCE Template Dates: 1/3/2008- 12/1/2008 ' Producer I This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does n coverage not amend,extend or alter the ce afforded by the policies below. s'Rogers&Gray Ins.-So. Dennis [ .w 434 Route 134 KInsurers Affording Coverage } NAIC#' P. O Box 1601 COMPANY A Peerless Insurance South Dennis, MA 02660-1601 � �::. h,�.. .. . .,,�•,r_, ss�_ �.n. . .,. s. ... .:, COMPANY B ArroW Mutual ' Insured j COMPANY C E F Winslow Plumbing&Heating, Inc. ,.Rq I j COMPANY D' s f E 8 Reardon Circle T�x O PANY i�_..._.....__.._.,._.r� , South Yarmouth MA 02664 :overages rHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, I• fHE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _..__�_ nsr3 Addl k Type of Insurance k Polic Number y Policy Policy Ltr Ins Effective Date i Expiration Date I Limits X yEGENERAL I LIABILITY ;ICBP9919974 12/1/2007 12/1/2008 EEach Occurrence st00000 X Com Gen Liab ) �Damage to Rented Premises(Ea Occurrence) 100 000;'. rr.:... .-. k tClaims Made t e_d Exp(any onepe rson) g 5 000 X Occurrence I i ersonal 8 Advintury T ;1,00 000 , - a tGeneral Aggregate 2 000 000_ Co : Products mp/OP Agg - ?000 000 M i Gen Agg_Lmt Applies!: Per Policy w. dl P f y I t sProtect { Location 1 t 2 e AUTO MOBILE_LIABILITY IBA8218494 112/1/2007 ,12/1/2008 a!Combmed Single Limit __.. Any Auto 1 t I e !;(Ea accident) 1,000,00dil ' i 3. All Owned Autos I' I I I13odily Injury (Per v er person X Scheduled Autos a - Bodily Injury fl X Hired Autos IPPe _ i 9 r accident ? X ),Non Owned Autos t fi roperty Damage n. . l(Eer accidents - 'GGARAGE LIABILITY Auto Only Ea Accdent { Any Auto TM f p I7Other Th Ea Acc � s i ,Auto 0 A9g an my I EXCESS LIABILITY RCU9918875 12/1/2007 �12/1/2008 �(Each`Occurrence -� - : 99 5 000 000 Claims Made _ fiA regate 5 000,000 ,_, _ I X�Occurrence .;Deductible if x s. e d � 11 X )Retention 10,000 WORKERS COMPENSATION AND `qWC1606A1/1/2008PC EMPLOYERS LIABILITY !X tSotatu Other Any Propriertor/Partner Liry!,Executive/Officer/Member Excluded? a E L Each Accident 500 000 - w SEE L Disease Ea Employee 500 000 f. E L Disease Ea Policy Limit 500,000 MOTHER it t DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT SPECIAL PROVISIONS Description of.Ops.will be a combination of the following Is://ww8.i--csr.net/active/A25-2001.asp?CertKey=O&CertTemplateKey=283262208&Flags=0&IsWindo... 4/10/08 • 91te Board of Building Regulations and Standards > 1 One Ashburton Place Room 1301 Boston. Massachusetts 02108 sir , Home Improvement Contractor Registration r, ; Registration: 132379 ,�'�-;�".�..;i, ..•'rf i cs - i t f .: : '- Type: Private Corporation Expiration: 1/18/2007 • E.F. PLUMBING& HEATING CO.,9.INC � `. , ELISHA WINSLOW ';. 8 REARDON CIRCLE 1j SOUTH YARMOUTH,._MA 02664 Update Address and return card.Mark reason for change. s Employment sCard' 4s r Address � Renewal � � Lost DPS-CAI 050M-04/04-G101216 Ater49fL77tQ�tll BOARD OF BUILDIN REGULATIONS •b License: CONSTRUCTION SUPERVISOR i - . Number: CS O49405 µ " Ecpires: 09/1:0/2008 Tr. no: 1607.0 t Restricted: 00 ` DAVID C ANDERSON , r 34 WINCHESTER DR C /y S, MA 02660, SO DENNI . Commissioner O ° l ' •1 ' ✓fie Ui anvnzomeuec��i o�✓�,caaaac`ivaeCta Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: > ,. Board of Building Regulations and Standards Registration9, 132379 Expiration 171 g/2009 One Ashburton Place Rm 1301 a Boston,Ma.02108 Type Supplement Card E.F.PLUMBING&,HEATING CO :I UAVID ANDERSO ` 'J 8 REARDON CIRCLE�Fy � it SOUTH YARMOUTH;MA 02664 Administrator Not valid without signature -� r�- J 2. ��/WY�t`- �OLRi� stable ervices ,Director ision ing Commissioner is,MA 02601 able.ma.us Fax: 508-790-6230 m n nestv A artment NT REQUIRING CONSTRUCTION n application. Complete building permit ition. p h roval required prior to a Historic District: of the Mid Cape Highway) c District(See map for boundaries) 1' & fully dimensionalized are required for instruction. Plans must include a foundation, floor plan showing location of smoke r plan of house and apartment(with m sizes and total square footage of house provide engineering data and Regulatory Agreement recorded at the 'i and can be obtained at 200 Main St.: :30 PM) (new and existing) 30—9:30 AM & 3:30—4:30 PW t TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION. Map eParcel Application #a `f Health Division Date Issued Conservation Division Application Fee Planning Dept. _ Permit Fee_ Date Definitive Plan'Approved by Planning Board ' Historic'- OKH Preservation/Hyannis 80 `Project Street Address �r .L� c i S 4 Villa e7 A-t r0�wne r--,� • 141tA Address �2 3d C�v�n delepfione 6iXk 3-7 5- D ,-Permit:Reque_ s_ t. J P �c�s-�i✓�c Square feet: 1.st floor: existing ,proposed 2nd floor: existing -S� proposed Total new Zoning District 8 Flood Plain Groundwater Overlay Project Valuation- 16 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family.*�Wf Two Family ❑ Multi-Family (# units) Age of Existing Structure 29s N . Historic House: ❑Yes to On Old King's Highway: ❑Yes �10 Basement Type: ?"Full 0 Crawl ❑Walkout ❑ Other / Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new _ Half: existing 2) new c-) Number of Bedrooms: existing Oew Total Room Count (not including baths): existing new First Floor Room Count 7 Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ?dCNo Fireplaces: Existing New Existing wood/coal stove: ❑Yes#No Detached garage: ❑ existing ❑ new size—Pool: q 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 ?Vo If yes, site plan review# Current Use �511�9�.�>/�; -� - -- _—Proposed-Use s a 416i?�J Z�-( •_. : _ _.�_-. APPLICANT INFORMATION (BUILDER OR HOMEOWNER) CName--' A,"3 Telephone Number Address %J•� � License'# a Y® &,111'-e �� . Home Improvement Contractor# -A S A L-00-vsL 5 Z129A . ®9&,,-6 Worker's Compensation # AL�L�CONSTRUCTIONwDEBRIS'RESUL'TING FROMATHTS-PROJECT'1NfLL BETAKEN TO SIGNATURE '' DA Ems• iC FOR QFFICIAL USE ONLY APPLICATION# DATE ISSUED } MAP/PARCEL N0. ADDRESS i VILLAGE i OWNER_ DATE OF INSPECTION: i FOUNDATION I FRAME `�'� INSULATION - 1 FIREPLACE .. ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 'P GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. o 28'SECOND FLOOR SUPPORT by Weyerhaeuser _' 2 PCs of 1 3/4" x 7 1/4" 1.9E Microllam@.LVL TJ-BearrO 6.30 Serial Number:7004103627 User:1 5/6/2008 10:09:58 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED -Overall Dimension:28'4" d 12' b 'T s.. Product Diagram is Conceptual LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1'4" Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1:00) 834 782 9'9" - LVL OVER BEDROOM Point(lbs) Floor(1.00) 859 805 19, - LVL OVER KITCHEN Uniform(plf) Floor(1.00) 0.0 70.0 9'9"To 19' Adds To WALL LOAD SUPPORTS: - Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 291 /20110/492 Al:Blocking 1 Ply 1 1/2"x 7 1/4"1.5E TimberStrand@ LSL 2 Stud wall 3.50" 1.83" 1522/119910/2721 B3 None 3 Stud wall 3.50" 1.89" 1545/1270/0/2815 B3 None 4 Stud wall 3.50" 1.50" 304/216/0/520 Al:Blocking 1 Ply 1 1/2"x 7 1/4"1.5E TimberStrand@ LSL -See iLevel@ Specifier's/Builder's Guide for detail(s):Al:Blocking,63 DESIGN CONTROLS: Maximum Design Control Result . Location Shear(Ibs) 2085 1985 4821 Passed(41%) Lt.end Span 3 under Floor ADJACENT span loading Moment(Ft-Lbs) -2958 -2958 7115 Passed(42%) MID Span 3 under Floor ADJACENT span loading Live Load Defl(in) .0.127 0.389 Passed(U999+) MID.Span 3 under Floor ALTERNATE span loading Total Load Defl(in) 0.231 0.313 Passed(U605) MID Span 3 under Floor ALTERNATE span loading -Deflection Criteria:MINI MUM(LL:U360JI-1/240).Additional checks follow. -TL:0.313" -Bracing(Lu):All compression edges(top and bottom)must be braced at 28'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. PROJECT INFORMATION: OPERATOR INFORMATION: E.F.WINSLOW Matthew Gustin 117 LEWIS ST. Mid-Cape Home Centers HYANNIS,MA PO BOX 1418 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net Copyright'® 2007 by iLevel®, Federal Way, WA. a Microllam® is a registered trademark of iLevel®. :Q - C:\Prograrn Files\Trus Joist\TJ-Beam\Job Files\WINSLOW - 117 LEWIS ST. 281 LVL UNDER BATHROOM.sms -' e 1 28'SECOND FLOOR SUPPORT by Weyerhaeuser - 2 Pcs of 1 3/4" x 7 1/4" 1.9E Microllam@ LVL TJ-Beam®6.30 Serial Number:7004103627 User:1 5/6/2008 10:09:59 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED f ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY!. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. Operator Notes: MUST POST AT WALL PROJECT INFORMATION: OPERATOR INFORMATION: E.F.WINSLOW Matthew Gustin 117 LEWIS ST. Mid-Cape Home Centers HYANNIS,MA PO BOX 1418 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net Copyright ® 2007 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevel@. C:\Program Files\Trus Joist\TJ-Beam\Job Files\WINSLOW - 117 LEWIS ST. 28' LVL UNDER BATHROOM.sms � y 28'SECOND FLOOR SUPPORT by Weyerhaeuser 2 Pcs of 1. 3/4" x 7 1/4" 1.9E Microllam@'LVL TJ-Beam 6.30 Serial Number:7004103627 User:1 5/6/200810:10:OOAM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 11, 10.001, A 4' 6.00" A 11. 8.00" ^ Max. Vertical Reaction Total (lbs) 492 2721 2815 520 Max. Vertical Reaction Live (lbs) 291 1522 1545 304 Required Bearing Length in 1.50(W) 1.83(W) 1.89(W) 1.50(W) Max. Unbraced Length (in) 340 340 340 340 340 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 180 -945 115 -164 967 -195 Max Shear at Support (lbs) 197 -1015 185 -234 1036 -212 Shear Within Span (lbs) -805 N/A 804 Member Reaction (lbs) 197 1199 1270 212 Support Reaction (lbs) 201 1199 1270 216 Moment (Ft-Lbs) 845 -1214 -1030 -1324 977 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 434 -1940 156 -243 1967 -462 Max Shear at Support (lbs) 480 -2039 256 -343 2066 -508 Shear Within Span (lbs) -1740 N/A 1734 Member Reaction (lbs) 480 2295 2409 508 Support Reaction (lbs) 490 2295 2409 518 Moment (Ft-Lbs) 1825 -2549 -2303 -2744 2045 Live Deflection (in) 0.121 -0.033 0.126 Total Deflection (in) 0.218 -0.060 0.229 ALTERNATE span loading on odd # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 436 -1938 96 -183 1965 -464 Max Shear at Support (lbs) 482 -2037 166 -253 2064 -510 Shear Within Span (lbs) -1738 N/A 1732 Member Reaction (lbs) 482 2203 2317 510 Support Reaction (lbs) 492 2203 2317 520 Moment (Ft-Lbs) 1841 -2525 -2377 -2720 2062 Live Deflection (in) 0.122 -0.035 0.127 Total Deflection (in) 0.220 -0.062 0.231 ALTERNATE span loading on,even # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 178 -947 175 -224 969 -193 Max Shear at Support (lbs) 195 `-1017 275 - -324 1039 -210 Shear Within Span (lbs) -807 N/A 806 Member Reaction (lbs) 195 1291 1362 210 Support Reaction (lbs) 198 1291 1362 213 Moment (Ft-Lbs) 828 -1238 -954 -1349 957 Live Deflection (in) 0.002 0.002 0.002 Total Deflection (in) 0.096 -0.026 0.102 PROJECT INFORMATION: OPERATOR INFORMATION: E.F.WINSLOW Matthew Gustin 117 LEWIS ST. Mid-Cape Home Centers HYANNIS, MA PO BOX 1418 465ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net Copyright m 2007 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevel®. C:\Program Files\Trus Joist\TJ-Beam\Job Files\WINSLOW - 117 LEWIS ST. 28' LVL UNDER BATHROOM.sms e ' o y 28'.SECOND FLOOR SUPPORT by Weyerhaeuser !2 Pcs of 1 3/4" x 7 1/4" 1.9E Microllam@ LVL TJ-Beam 6.30 Serial Number:7004103627 User:1 5/6/200810:10:01 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN- Page4 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADJACENT span loading over support # 2, LDF = 1.00, 1.0 Dead + 1.0 Floor Shear at Support (lbs) 415 -1958 563 164 951 -211 Max Shear at Support (lbs) 461 -2058 663 64 1020 -228 Shear Within Span (lbs) -1759 N/A 788 - Member Reaction (lbs) 461 2721 956 228 Support Reaction (lbs) ' 471 2721 956 231 Moment (Ft-Lbs) 1685 -2771 N/A -1135 1125 Live Deflection (in) 0.104 -0.017 0.014 Total Deflection (in) 0.201 -0.043 0.118 ADJACENT span loading over support # 3, LDF = 1.00, 1.0 Dead + 1.0 Floor Shear at Support (lbs) 197 -928 -232 -631 1985 -443 Max Shear at Support (lbs) 214 -998 -132 -731 2085 -489 Shear Within Span (lbs) -789 N/A 1752 Member Reaction (lbs) 214 • 866 2815 489 Support Reaction (lbs) 217 866 2815 500 Moment (Ft-Lbs) 994 -1016 N/A -2958 1900 Live Deflection (in) 0.015 -0.017 0.110 Total Deflection (in) 0.112 -0.044 0.214 r 1 i PROJECT INFORMATION: OPERATOR INFORMATION: E.F.WINSLOW Matthew Gustin 117 LEWIS ST. Mid-Cape Home Centers HYANNIS,MA PO BOX 1418 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net Copyright ® 2007 by.iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevel®. C:\Program Files\Trus Joist\TJ-Beam\Job Files\WINSLOW - 117 LEWIS ST. 28' LVL UNDER BATHROOM.sms 1 0 ` 8 LVL OVER KITCHEN by Weyerhaeuser - 3 PCS of 1 3/4" x 7 1/4" 1.9E Microllam® LVL TJ-Beam 6.30 Serial Number:7004103627 User:1 5/612008 9:48:55 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED b 71•s.. � Product Diagram is Conceptual LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:5' Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 150.0 60.0 0 To 11'6" Adds To 2ND FL FLOOR BATHROOM 30/12 .. Uniform(plf) Floor(1.00) 0.0 70.0 0 To 11'6" Replaces WALL LOAD SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Live/Dead/Uplift/Total 1 Microllam LVL 3.50" Hanger 859/805/0/1664 1 7.25" N/A H1:Face Mount None beam Hanger 2 Stud wall 5.50" 1.50" 866/811 /0/-,1676 N/A N/A N/A Al:Blocking 1 Ply 1 1/2"x 7 1/4"1.5E TimberStrand®LSL -See iLevel®Specifier's/Builder's Guide for detail(s): H1:Face Mount Hanger,A1`.Blocking HANGERS:Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 H1:Face Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A N/A DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 1580 1404 7232 Passed(19%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 4295 4295 10672 Passed(40%) MID Span 1 Under Floor loading Live Load Defl(in) 0.156 0.363 Passed(U836) MID Span 1 under Floor loading Total Load Defl(in) 0.302 0.313 Passed(U432) MID Span 1 under Floor loading -Deflection Criteria:MINIMUM(LL:U360,TL:U240).Additional checks follow. -TL:0.313" -Bracing(Lu):All compression edges(top and bottom)must be braced at 11'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: E.F.WINSLOW Matthew Gustin 11-7 LEWIS ST. Mid-Cape Home Centers HYANNIS,MA PO BOX 1418 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net Copyright ® 2007 by iLevel®, Federal Way, WA. Microllam® and Microllam® are registered trademarks of iLevel®. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. C:\Program Files\Trus Joist\TJ.-Beam\Job Files\WINSLOW - 117 LEWIS ST. OVER 1ST FL BEDRM.sms - I n dLVL OVER KITCHEN by Weyerhaeuser 3 Pcs of 1 3/4" x 7 1/4" 1.9E Microllam@ LVL TJ-Beam@ 6.30 Serial Number:7004103627 User:1 5/6/20089:48.,56AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED - ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. Operator Notes: MUST POST AT WALL r PROJECT INFORMATION: OPERATOR INFORMATION: E.F.WINSLOW Matthew Gustin 117 LEWIS ST. Mid-Cape Home Centers HYANNIS,MA PO BOX 1418 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net Copyright ® 2007-by iLevel®, Federal Way, WA. Nicrollam® and Microllam@'are registered trademarks of iLevele. - - Simpson Strong-Tie@ Connectors is a registered trademark of Simpson Strong-Tie Company, Inc.. C:\Program Files\Trus Joist\TJ-Beam\Job.Files\WINSLOW -.117 LEWIS ST. OVER 1ST FL BEDRM.Sms i ■ s LVL OVER KITCHEN by Weyerhaeuser 3 PCS of 1 3/4" x 7 1/4" 1.9E Microllam® LVL TJ-Beam®6.30 Serial Number:7004103627 User:, 5/6/2008 9:48:57 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page3 Engine Version:6.30A4 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 10' 10.50 ^ Max. Vertical Reaction Total (lbs) 1664 1676 Max. Vertical Reaction Live (lbs) 859 866 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 138 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 679 -662 Max Shear at Support (lbs) 764 -764 Member Reaction (lbs) 764 764 Support Reaction (lbs) 805 811 Moment (Ft-Lbs) 2077 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 1404 -1368 Max Shear at Support (lbs) ,- - 1580 -1580 Member Reaction (lbs) 1580 1580 Support Reaction (lbs) 1664 1676 Moment (Ft-Lbs) 4295 Live Deflection (in) 0.156 Total Deflection (in) 0.302 PROJECT INFORMATION: OPERATOR INFORMATION: E.F.WINSLOW Matthew Gustin 117 LEWIS ST. Mid-Cape Home Centers HYANNIS,MA PO BOX 1418 ' 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net Copyright ® 2007 by.iLevel®; Federal Way., WA. - Microllame and Microllame are registered trademarks of iLevel®. ' Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. C:\ProgramFiles\Trus Joist\TJ-Beam\Job,Files\WINSLOW - 117 LEWIS ST. OVER 1ST FL BEDRM.sms I ' e ' d' LVL OVER 1ST FL BEDROOM by Weyerhaeuser 3 Pcs of 1 3/4" x 7 1/4" 1.9E Microllam@ LVL TJ-Beam®6.30 Serial Number:7004103627 User:1 516/2008 9:46:11 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 21 r Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:5' Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 150.0 60.0 0 To 11'1" Adds To 2ND FL FLOOR BATHROOM 30/12 Uniform(plf) Floor(1.00) 0.0 70.0 0 To 11'1" Replaces WALL LOAD SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail, Other Width Length (Ibs) Depth Live/Dead/Uplift/Total 1 Microllam LVL beam 3.50" Hanger 834/782/0/1616 1 7.25" N/A H1:Face Mount None Hanger 2 Glulam or solid sawn lumber 3.00" Hanger 828/776/0/1604 1 7.25" N/A H1:Face Mount None beam Hanger -See iLevel®Specifier's/Builder's Guide for detail(s):H1:Face Mount Hanger HANGERS: Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 H1:Face Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A N/A 2 H1:Face Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A Douglas Fir DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 1531 -1356 7232 Passed(19%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 4035 4035 10672 Passed(38%) MID Span 1 under Floor loading Live Load Defl(in) 0.138 0.351 Passed(L/915) MID Span 1 under Floor loading Total Load Deft(in) 0.268 0.313 Passed(L/473) MID Span 1 under Floor loading -Deflection Criteria:MINIMUM(LL:L/360,TL:L/240).Additional checks follow. -TL:0.313" -Bracing(Lu):All compression edges(top and bottom)must be braced at 11'1"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: E.F.WINSLOW Matthew Gustin 117 LEWIS ST. Mid-Cape Home Centers HYANNIS, MA PO BOX 1418 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net Copyright ® 2007 by iLevel®, Federal Way, WA. Microllam® and Microllam® are registered trademarks of iLevel®. Simpson Strong-Tie® Connectors. is a registered trademark of Simpson Strong-Tie Company, Inc. o LVL OVER 1ST FL BEDROOM by Weyerhaeuser 3 Pcs of 1 3/4" x 7 1/4" 1.9E Microllam@ LVL TJ-Beam 6.30 Serial Number:7004103627 User:1 5/6/20069:46:12AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pap Engine Version:6.30,14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. Operator Notes: PROJECT INFORMATION: OPERATOR INFORMATION: E.F.WINSLOW Matthew Gustin, 117 LEWIS ST. Mid-Cape Home Centers HYANNIS,MA PO BOX 1418 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net Copyright ® 2007 by iLevel@, Federal Wdy,.WA. ' Microllameand Microllame are registered trademarks of iLevel®. Simpson Strong-Ties Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. LVL OVER 1ST FL BEDROOM Cy Weyerhaeuser 3 Pcs of 1 3/4" x 7 1/4" 1.9E Microllam@ LVL TJ-Beam&6.30 Serial Number:7004103627 - User:1 5/6/2008 9:46:13 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 10' 6.50" ^ Max. Vertical Reaction Total (lbs) 1616 1604 Max. Vertical Reaction Live (lbs) 834 828 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 133 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 656 -656 Max Shear at Support (lbs) 741 -741 Member Reaction (lbs) 741 741 Support Reaction (lbs) 782 776 Moment (Ft-Lbs) 1952- Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 1356 -1356 Max Shear at Support (lbs) 1531 -1531 Member Reaction (lbs) 1531 1531 Support Reaction (lbs) 1616 1604 Moment (Ft-Lbs) 4035 Live Deflection (in) 0.138 Total Deflection (in) 0.2'68 PROJECT INFORMATION: OPERATOR INFORMATION: E.F.WINSLOW Matthew Gustin 117 LEWIS ST. Mid-Cape Home Centers HYANNIS,MA PO BOX 1418 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net Copyright ® 2007 by iLevel®, Federal Way, WA. Microllam® and Microllam® are registered trademarks of iLevel®. Simpson Strong-Tie® Connectors is a registered trademark of.Simpson Strong-Tie Company, Inc. - o y 10'BEAM OVER PORCH(2ND FL SUPPORT) by Weyerhaeuser 2 Pcs of 1 3/4" x 7 1/4" 1.9E Microllam@ LVL TJ-Beam(D 6.30 Serial Number:7004103627 User:1 5/6/2008 8:54:48 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1'4" Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 0.0 90.0 0 To 9'9" Adds To WALL LOAD SUPPORTS: Input Bearing Vertical Reactions(Ibs) Ply Depth Nailing Detail Other Width Length Live/Dead/Uplift/Total Depth 1 Microllam LVL beam 3.50" Hanger 195/551 /0/746 1 7.25" N/A H1:Face Mount Hanger None 2 Microllam LVL beam 3.50" Hanger 195/551/0/.746 1 7.25" N/A H1:Face Mount Hanger None -See iLevel@ Specifier's/Builder's Guide for detail(s):H1:Face Mount Hanger HANGERS: Simpson Strong-Tie@ Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger LUS46 0/12 0 No N/A N/A N/A 2 Face Mount Hanger LUS46 0/12 0 No N/A N/A N/A -Nailing for Support 1: Face:4-10d,Top N/A,Member:4-10d DS - -Nailing for Support 2: Face:4-10d,Top N/A,Member:4-10d DS DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 701 -609 4821 Passed(13%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 1607 1607 7115 Passed(23%) MID Span 1 under Floor loading Live Load Defl(in) 0.032 0.229 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.123 0.313 Passed(U896) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240).Additional checks follow. -TL:0.313" -Bracing(Lu):All compression edges'(top and bottom)must be braced at 9'9"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: E.F.WINSLOW Matthew Gustin 117 LEWIS ST. Mid-Cape Home Centers HYANNIS,MA PO BOX 1418 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net copyright ® 2007 by iLevel®, Federal Way, WA. Microllam® and.Microllam® are registered trademarks of iLevel®. - Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. C:\Program Files\Trus Joist\TJ-Beam\Job-Files\WINSLOW -.117 LEWIS ST. 10' BEAM OVER PORCH.sms. - n o 10'BEAM OVER PORCH(2ND FL SUPPORT) by Weyerhaeuser 2 Pcs of 1 3/4" x 7 1/4" 1.9E Microllam@ LVL TJ-Beam 6.30 Serial Number:7004103627 User:1 516/2008 8:54:49 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. i • PROJECT INFORMATION: OPERATOR INFORMATION: E.F.WINSLOW Matthew Gustin 117 LEWIS ST. Mid-Cape Home Centers HYANNIS,MA PO BOX 1418 465 ROUTE 134 , SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net Lc.py-ri.hl"D 2007 by iLevel@, Federal Way, WA.and Microllam® are registered trademarks of iLevel®. rong-Tie® 6onnectorsis a registered trademark of Simpson Strong-Tie Company, Inc. Files\Trus Joist\TJ-Beam\Job Files\WINSLOW 117 LEWIS.ST. 10' BEAM OVER PORCH.sms - a • 10'BEAM OVER PORCH(2ND FL SUPPORT) by Weyerhaeuser 2 Pcs of 1 3/4" x 7 1/4" 1.9E Microllam@ LVL TJ-Beam®6.30 Serial Number:7004103627 User:1 516/2008 8:54:50 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page3 Engine Version:6,30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 9' 2.00" Max. Vertical Reaction Total (lbs) 746 746 Max. Vertical Reaction Live (lbs) 195 195 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 117 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 450 -450 Max Shear at Support (lbs) 518 -518 Member Reaction (lbs) 518 518 Support Reaction (lbs) 551 551 Moment (Ft-Lbs) 1187 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 609 -609 Max Shear at Support (lbs) 701 -701 Member Reaction (lbs) 701 701 Support Reaction (lbs) 746 746 Moment (Ft-Lbs) 1607 Live Deflection (in) 0.032 Total Deflection (in) 0.123 PROJECT INFORMATION: OPERATOR INFORMATION: E.F.WINSLOW Matthew Gustin 117 LEWIS ST. Mid-Cape Home Centers HYANNIS, MA PO BOX 1418 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net Copyright ® 2007 by iLevel®, Federal Way, WA. Microllam® and Microllam® are registered trademarks of iLevele. Simpson Strong-Tie® Connectors is a-registered trademark of Simpson Strong-Tie Company, Inc. C:\Program Files\Trus Joist\TJ-Beam\J6b Files\WINSLOW - 117 LEWIS ST. 10' BEAM OVER PORCH.sms ■ 8 LVLS FROM PORCH TO LIVING/DINING(SUPPORTS BEDROOM) by Weyerhaeuser 2 PCs of 1 3/4" x 7 1/4" 1.9E Microllam@ LVL TJ-Beam 6.30 Serial Number:7004103627 User:1 5/6/2008 9:29:46 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:14' 1❑; 0 6' d 8 Product Diagram is Conceptual LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:5' Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 150.0 60.0 0 To 10' Replaces 2ND FL 30/12 Uniform(plf) Floor(1.00) 0.0 70.0 0 To 10' Replaces WALL LOAD Point(lbs) Floor(1.00) 551 195 10' - PERPENDICULAR 7-1/4"LVL SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) . Depth Live/Dead/Uplift/Total 1 Glulam or solid sawn lumber 3.00" Hanger 423/282/0/705 1 7.25" N/A H1:Face Mount None beam Hanger 2 Wood column 3.50" 1.50" 1678/1198/0/2875 N/A N/A N/A L5 None 3 Wood column 5.50" 1.50" 772/313/0/1086 N/A N/A N/A L5 None -See iLevel@ Specifier's/Builder's Guide for detail(s):H1:Face Mount Hanger,L5 HANGERS:Simpson Stronci-Tie@ Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger LUS46 0/12 0 No N/A N/A Douglas Fir -Nailing for Support 1: Face:4-10d,Top N/A,Member:4-10d IDS DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 1671 1456 4821 Passed(30%) Lt.end Span 2 under Floor loading Moment(Ft-Lbs) 2336 2336 7115 Passed(33%) MID Span 2 under Floor ALTERNATE span.loading Live Load Defl(in) 0.073 0.256 Passed(U999+) MID Span 2 under Floor ALTERNATE span loading Total Load Defl(in) 0.103 0.313 Passed(U891) MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria:MINIMUM(LL:U360,TL:L/240).Additional checks follow. -TL:0.313" Bracing(Lu):All compression edges(top and.bottom)must be braced at 14'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. PROJECT INFORMATION: OPERATOR INFORMATION: E.F.WINSLOW Matthew Gustin 11.7 LEWIS ST. Mid-Cape Home Centers HYANNIS,MA PO BOX 1418 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net Copyright ® 2007 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevel®. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. a ` LVLS FROM PORCH TO LIVING/DINING(SUPPORTS BEDROOM) by Weyerhaeuser - 2 Pcs of 1 3/4" x 7 1/4" 1.9E Microllam@ LVL TJ-Beam 6.30 Serial Number:7004103627 User:1 5/6/2008 9:29:47 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. Operator Notes: MUST POST AT WALL J PROJECT INFORMATION: OPERATOR INFORMATION: E.F.WINSLOW Matthew Gustin 117 LEWIS ST. Mid-Cape Home Centers HYANNIS,MA PO BOX 1418' 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net Copyright ® 2007 by iLevel@, Federal Way, WA. Microllam® is a registered trademark of iLevel®. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. Y LVLS FROM PORCH TO LIVING/DINING(SUPPORTS BEDROOM) by Weyerhaeuser : 2 Pcs of 1 3/4" x 7 1/4" 1.9E Microllam@ LVL TJ-B rr� .30 Number:7004103627 User:1 516/2008 9:29:48 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 3 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 5' 9.00" 7' 8.00" ^ Max. Vertical Reaction Total (lbs) 705 2875 1086 Max. Vertical Reaction Live (lbs) 423 1678 772 Required Bearing Length in 1.50(W) 1.50(S) 1.50(S) Max. Unbraced Length (in) 168 168 1168 , Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 165 -437 555 -253 Max Shear at Support (lbs) 248 -540 658 -294 Shear Within Span (lbs) N/A 110 Member Reaction (lbs) 248 1198 294 Support Reaction (lbs) 282 1198 313 Moment (Ft-Lbs) 224 -839 696 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 273 -989 1456 -831 Max Shear at Support (lbs) 446 -1204 1671 -982 Shear Within Span (lbs) N/A 523 Member Reaction (lbs) 446 2875 982 Support Reaction (lbs) 518 2875 1051 Moment (Ft-Lbs) 347 -2180 2209 Live Deflection (in) -0.009 0.065 Total Deflection (in) -0.011 0.095 ALTERNATE span loading on odd # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Shear at Support (lbs) 460 -802 590 -218 Max Shear at Support (lbs) 633 -1017 692 -260 Shear Within Span (lbs) N/A 144 Member Reaction (lbs) 633 1710 260 Support Reaction (lbs) 705 1710 276 Moment (Ft-Lbs) 698 -1105 569 Live Deflection (in) 0.015 -0.009 Total Deflection (in) 0.018 0.022 ALTERNATE span loading on even # spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) -22 , -624 1421 -866 Max Shear at Support (lbs) 61 -727 1637 -1017 Shear Within Span (lbs) N/A 488 Member Reaction (lbs) 61 .2363 1017 Support Reaction (lbs) 93 2363 1086 Moment (Ft-Lbs) 14 -1914 2336 Live Deflection (in) -0.021 0.073. Total Deflection (in) -0.021 0.103 PROJECT INFORMATION: OPERATOR INFORMATION: E.F.WINSLOW Matthew Gustin 117 LEWIS ST. Mid-Cape Home Centers HYANNIS,MA PO BOX 1418 i 465 ROUTE 134 SOUTH DENNIS,MA 02660 Phone:5083986071 X4987 Fax :5083984559 mgustin@midcape.net Copyright ® 2007 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevel®. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. 7 Generated by REScheck Package Generator Compliance Certificate Project Title: 117.Lewis Street Report Date:04/10/08 Energy Code: 1995 MEC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 3% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 117 Lewis Street David Anderson Hyannis,Ma.02601 E.F.Winslow ^ ` 8 Reardon Circle S.Yarmouth,Ma.02664 508-394-7778 ti efwinslow.com . - Ceiling: 30.0 Wall: 13.0 0.0 Window. 0.350 Door. 0.350 Floor: 25.0 Other Boiler: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 1995 MEC requirements in the REScheck Package Generator and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature < Date 117 Lewis Street Page 1 of 4 w Generated by REScheck Package Generator Inspection Checklist Date: 04/10/08 Ceilings: ❑ Ceiling:R-30.0 cavity insulation Comments: Note:The ceiling R-values do not assume a raised or oversized truss construction.If the insulation achieves the full insulation thickness over the plate lines of exterior walls,R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation.Ceiling R-values represent the sum of cavity insulation plus insulating sheathing(if used). Above-Grade Walls: ❑ Wall:R-13.0 cavity insulation Comments: Note:Wall requirements apply to wood-frame wall constructions.Metal-frame wall or mass(concrete,masonry,log)wall equivalent R-values can be found in the Help User's Guide. Windows: ❑ Window:U-factor:0.350 For windows without labeled U factors,describe features: ` #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 1%of the total allowed glazing area may be excluded from the U-value requirement.For example,3 ft2 of decorative glass may be excluded from a building design with 300 ft2 of glazing area. Doors: ❑ Door:U-factor.0.350 Comments:Front door exempt Note:Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-factor table in the Help User's Guide.If a door contains glass and an aggregate U-factor rating for that door is not available,include the glass area of the door with your windows and use the opaque door U-factor to determine compliance for the door.One door may be excluded from this requirement(i.e.,may hav a U-factor greater than 0.35). Floors: ❑ Floor:R-25.0 cavity insulation Comments: Note:The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements or garages). Floors over outside air must meet the ceiling requirements. Note:Add an additional R-2 for heated slabs.The insulation must extend 1)down from the top of the slab,or 2)down from the top of the slab to the bottom of the slab and then horizontally underneath the slab,or 3)down from the top of the slab to the bottom of the slab and then horizontally away from the slab,with pavement or at least 10 inches of soil covering the horizontal insulation. Heating and Cooling Equipment: ❑ Other Boiler::87 AFUE or higher Make and Model Number: Alr Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: 117 Lewis Street Page 2 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature("F) 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 Insulation Thickness In Inches by Pipe Sizes Piping System Types R Temp. Ran Temp. 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Ran 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 and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) 117 Lewis Street Page 4 of 4 Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: 0 Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: a Ducts in unconditioned spaces are insulated to R-5.Ducts outside the building are insulated to R-6.5. Duct Construction: ci All ducts are sealed with mastic and fibrous backing tape.Pressure-sensitive tape may be used for fibrous ducts.Duct tape is not permitted. 3 The HVAC system provides a means for balancing air and water systems. , Temperature Controls: 0 - Thermostats exist 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 is provided. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an ordoff heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. s . 4 117 Lewis Street Page 3 of 4 • is ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE-AND TWO-FAMILY"DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61,00) Applicant Name: O" A � Site Address: n print Town: - Applicant Phone: s 7 717 Applicant Signature: Date of Application: O NEW CONSTRUCTION: choose ONE of the followingtwo o tions 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA.FOR NEW ONE-.AND TWO-FAMILY BUILDINGS 7U-;factor MINIMUM Ceiling or olue Option ion exposed WallFR-Valu or Basement floors R-Valuee Wall UE HSPF SEERR-Value R-Value nal Appliance Energy35 R-38 R-19 R-19 R-10 ervation Act(NAECA)of as amended,minimums or r as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: �. REScheck Version 4.1.2 or later variant software analysis must be completed (780 CMR 6107.3.2) REScheek--Web which can be accessed at http://www.energyeodes..gyov/rescheck/ . ADDITIONS,ORALTERATIONS TOEXISTING BUILDINGS.OVFW5.YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula.to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b-a) �SF 100 x '5� — v % of glazing (b) Glazing area equals SF b a If glazing is<40% use.the chart below. If glaziri is> 40 %,.proceed.to "SUNROOM"section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM ❑ Ceiling and Slab Perimeter Fenestration Wall Floor Basement Wall Exposed floors R-Value U-factor R-Value R-Value R-value R-Value and Depth ..3 9 R-3 7 a R-13 R-19 R-10 R-10, 4 feet a R- 00 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls, and including any access openings). SUNROOM—An addition or alteration to an existing building/dwelling unit where the total + + glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition, Note: Owner to fill out Consumerinformation Form (found in Appendix 120.P) zHETa,� Town of Barnstable Regulatory Services BMWgresi,e. y MAM $, Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 - www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owne of the sub ect property hereby authorize . Gc� c, to act on my behalf, in all matters relative to work authorized by this building permit application for: &,7 (Address of Job) a In Signature of Owner Oafe �• �2�ewt�vt_� C-e�irk��a� , Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:OWNERPERMISSION Op tHE Tp Town of Barnstable � Regulatory Services sAxxsrAst e. : Thomas F.Geiler,Director MASS. 0.19. A.O� Building Division lFD � Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village I "HOMEOWNER': name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as su ep rvisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home 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 perforated 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 requirements. 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 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 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 forrn/certification for use in your community. Q:fonns:homeexempt The Commonwealth of Massachusetts: { Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA'02111 - www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lesribly Name(Business/Organizationandividual): Address �_ ts, City/State/Zip: e� TJ y Phone-#: 77 AVeou an employer? Check the appropriate box: Type of project(required): m aemployerwith 4. I am a generalcontractor and I6. ❑New construction employees(full and/or part-time).* eve hired the sub-contractors 2.❑ I am a"sole proprietor or partner- listed on the attached sheet 7. Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9 Building addition [No workers' comp.-insurance coea insurance.# t 5. Wre a corporation and its lO Electrical repairs or additions - required.] � • 3.El I am a hotrteowner'doing all work officers have exercised their 11. lumbing repairs or additions right of exemption per MGL 12. oof repairs myself[No workers comp.; c. 152 §1(4) and we have no 1 insurance required.]`t ' l3 j]Other U22ASAS employees. [No workers' comp.insurance required.] w/L *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ` tContractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the subcontractors 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: P1•LAY 7 H-Q. V 0•A 3:7 ,�VrQ '10— Qn Policy#or Selfins.Lic.#T 1`(&d Expiration Date: 61 1- o Job Site Address: ' �� , -Z49?_�1 S -� t" Y City/State/Zip: e..pAv%L.eL1-.2 AA Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip 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 _ Investieations of the DIA for inns rance coverage verification. ° I do her certi un the pains-and penalties of perjury that the information provided above is true a;7- Signature: 4rect. �'-+� .y�� &J/A6(De,c.J Date: Phone# Q Official use only. Do not write in this are to be co feted b city or town official f y f City or Town: Permit/License# IssuingAuthority circle one): t3'( 1.Board of Health 2.Building Department 3.City/Town Clerk. 4.Electrical Inspector 5.Plumbing Inspector 6.Other ` Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensati8n for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or 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, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees, a policy is required Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permittlicense 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 P policy information(if necessary)and under"Job Site Address" the applicant should write"all Iocations in {city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be tilled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address,telephone-and fax number. The Commonwealth of Massachusetts Department of Industrial Accidents office of Investigations 600 Washington Street Boston,MA 02111 Tel. #617-727-490.0 ext 406 or 1-977-MASSAFE Fax#617-727-7749 Revised 11-22-06 www.mass.gov/dia I � C11ertificate Page 1 of 2 Submit Request ChangV.CertfHol a Add Cert Holder Bottom of Form HeID Service Menu Template Dates: CERTIFICATE OF LIABILITY INSURANCE 1/3/2008- 12/1/2008 'Producer This certificate is issued as a matter of information only and confers no rights upon the certificate holder. Rogers&Gray Ins.-So. Dennis This certificate does not amend,extend or alter the coverage afforded by the policies below. j 434 Route 134 Insurers Affording Coverage NAI t P.0. Box 1601 COMPANY A Peerless Insurance j South Dennis, MA 02660-1601 - - COMPANY B Arrow Mutual i Insured coMPANY c i E F Winslow Plumbing&Heating, Inc. COMPANY D 8 Reardon Circle COMPANY E ,l South Yarmouth MA 02664 Coverages JTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY 11 1 REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, I,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. i ,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I illnsr Addl Policy Policy j( i Type of Insurance Policy Number' Effective Date Expiration Date Limits f Ltr Ins A X GENERAL LIABILITY I CBP9919974 12/1/2007 12/1/2008 Each Occurrence — ' �1000,006'E X Com Gen Liab Damage to Rented Premises(Ea Occurrence) 100 OOO,i Med Exp(any one person) 5 00o'E1 Claims Made Personal&Adv Injury_ 1,000,00 �i X Occurrence I General Aggregate 2 000,000 I` Products-Comp/OP Agg 2 000 0.00l Gen A Lmt Applies Per: I 1 i; X Policy Project f% Location i IA AUTOMOBILE LIABILITY BA8218494 12/1/2007 12/1/2008 Combined Single Limit 1 3( )Any Auto � � (Ea accident) 000000111 'All Owned Autos Bodily Injury ! (Per person) # X Scheduled Autos Bodily Injury i �(t X Hired Autos (Per accident)_ ___ } X KNon-Owned Autos Property Damage y $? Per accident q GARAGE LIABILITY Auto Only-Ea Accident Any Auto Other Than Ea Acc i }} y Auto Only: q�g I—A ------ EXCESS LIABILITY CU9918875 12/1/2007 12/1/2008 �Each Occurrence 5,00 0!j ! ims Made AAggregate � � 5,000,000 X Occurrence ij Deductible X Retention 10,000 l B WORKERS COMPENSATION D WC1606A 1/1/2008 1/1/2009 wC Statu- jEMPLOYERS'LIABILITY X s Other ti lAny Propriertor/Partner [ tory Limits i [Executive/Officer/Member E.L.Each Accident ' �� 500 OOOI Excluded? �. - E.L.Disease Ea Employee 500,00 iii _ E L.Disease Ea Policy Limit 500,000!l OTHER _ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT SPECIAL PROVISIONS Description of Ops.will be a combination of the following I i I https://ww8.i-csr.net/active/A25-2001.asp?CertKey=O&CertTemplateKey=283262208&Flags=0&IsWindo... 4/10/08 A* Certificate Page 2 of 2 _ Agency Specific Portion i The certificate holder listed below is an additional insured for ongoing operations when required in writing in a contract,agreement,or permit , for bodily injury and property damage on the general liability coverage described above.Central Vacum is a division of E.F.Winslow Plumbing; I _ &Heating, Inca CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO E THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR I ' REPRESENTATIVES. ! Charles N.Robinson - Top of Form ' i https://ww8.i-csr.net/active/A25-2001.asp?CertKey=O&CertTemplateKey=283262208&Flags=0&IsWindo... 4/10/08 j Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR License or registratiomvalid for individul use only - 9 before the expiration date. If found return to: Registration, 132379 Board of Building Regulations and Standards Expiration 1%18/2009 One Ashburton Place Rm 1301 d Boston rt AType Supplement Card ,Ma.02108 E.F.PLUMBING&HEAT NG CO I41 bXVID ANDERSON 8 REARDON CIRCLE`� SOUTH YARMOUTH, MA 2664 f 664 Administrator . Not valid without signature 1 ��, '• - � „t .•spy ...,y ....an_t •�... •..�•a ..of .t.>. �. ' a � � ��•• .. �7ti "l�.-'dnt'�ZQ'�L+G�� V i'fifl•./V�•.�.�[�Lw�`w f. BOARD OF EUILDIN REGULATIONS License: CONSTRUCTION SUPERVISOR f F i . � Number: CS 049405 i • 1607.0 no. Expires: 09/10/2008 Tr. ; Restricted: 00 F: DAVID C ANDERSON , 34 WINCHESTER DR ' SO DENNIS, iNIA 02660 Commissioner _. rI "yr 1,. •'t`�:.>I • �� T�%t r' r ^di 45 . _ . i r .4 F {.,, ;',%.-':. ... 50-. ✓µ, ,by.,� S -! t ar 'i ' .t,.,.T "l t(: r.: ] - .`?FJ . _ 11, '..= '[ l '..-... ^ .'.+~_ ^"..' .i . ;fir.. {'' I 'r -F:•a >'+.x.'Y'.. �+ 4J� l - 1 - r t 1. '^'' �r;Y,tad 'rv. e r, 11 sr _ I. :e, ,.: '1•.1 < ••%_ � -r.r- .✓.. - t.F'Y .., y/p"� ..IJri7•. .t:r?'n!'l r •r-M - x - ri.' 1,1_. ! Y'. i 17f; i 'v -�`'/ JL~ r. Y r"Fr C .t:. 1 �^ ....�y;. .': ..:apteg-��. y ...., :% ._ "' !6. ' I, i•,r,'. 71' iw-.tr"' ,fr"{c`, _ y fi -ti p t _ «ter r.r a,,t 11 r, a .E?^r5, } -•tsal<1-..r.ryi? ;Y'- *'~ 3 i.�>> .-7 1 v .1. r- -�.:,;.= '.:t3.,..1 .,, .. ..ram*-`• '` �^ 'a, 1 s... �t •,� �. '•R �: -.;Y:alr '.�r •g+r :;�.<d -< ':L, f.'.r'.. l i } i- > j "t `,. _ ySNr�4..,^ q- .,,5. M L%.�Jr'... d,,u} "'ate'. •. y _ _ - '� t..t, _ +•.. Z �z r, i :.-'i,.1 " ;,Scr "` %:.f Yam' r: y �.,Y, !Hy' :f. ., >y,.: .". - ;' ;.:o . 11� ./ g w hy'. ',).� ".r- ^/. ; _ ✓ '�' /. ,a.a. bey-' !��!Y v a. 2- - - <V'+ 'y ,,, s - �:l a . %' :a'r' .bP+Di ':'r�+ir [.•s u - 11;' .. -. w „ J ��// `r `�.. i y y. ..A.•r.t.Y .0 a _ _ "7srP _� - t. � ter. —1 7Aft L_'_.- , F✓% ro^^' - ✓.: ._ ti i - -J rxF^ r _ ,tom * .v.e- .1_r; !rr - .'.. 7r ,M,c...�.� s«..,.v�,f,.._'sv..e.;, ...`n.�.,, .;d''isp:,:•r., ,a`..L<�.e '�:.r e.e a we...�:slI_--.:_;_' c,..<. .:...._...:.�e x ., L , ' ...It - f �� ' . Boar o MI ing egula ons an tan ar s , It -T One Ashburton Place - Room 1301 • / Boston. Massachusetts 02108 4 1 L r ti- a Home Improvement,Untractor Registration �x t , w l c y ti rr 4 --•—'- Registration: 132379 �� -r ; Type: Supplement Card 'L -� ` ° '' k - z '_ i W Expiration: 1/18/2009 a _ 1 � � 'O W ' i E.F. PLUMBING & HEATING CO. C ' 1` _ 0 DAVID ANDERSON `�, w W =" y \- u 8 REARDON CIRCLE t s. - 4 ``*,y'`` SOUTH YARMOUTH, MA 02664 '�'!4 { � 5 e Update Address and return card.Mark reason for change. �' ti 4 Address Renewal ❑ Employment Lost Card ,. DPS-CAI Q 50M-07/07-PC8490 t. , - t t^ '.S �i s '� ys '' fv a _.5. „/ 4;e ,< ��R�r C` ti \ ,'<.n, k.�`•< 14 r .�. i r t r •• °�"..u:s r°"i;ltf,.t.- F, _/Y.a,e. r ', y i l r >r. v .✓' ;•. .i�'y J .". J c -.M1l r' MY\ y..J'� 7.r..,l._ .a<' y�.;y�4 f` 7 °.1`,•. 1 -, -t ;r ,.,� r. .y a.�;s..e,:.y:y ').i r �'yµ,,.,,.�."-��"Y6,-f ✓]`/rr�-' •'::t>J f �� -� s x„ � rf !.w i '!' t.'- vim' /�:,r.s 1( •r .g�r.�„r< ,.\ - t•FC ] J.ti j 'V..6•'.•,-n 1 i .h .t .,1 .--��, '.y / �M. :xJ.^t �! 1 _�•- a,F,.i, q.,. F.''., w.,.-¢4 �ya� :h... `,.'' _ .�.: ..6 'J.r./•,... .,ter aG'' -/. .!. d,,,-'''�•r� -f ....,.-.�••...r 1. .l,_ lP'� <+�E,�.ate,-.,��.. �...•�a y:�G..na. t.��:�..1.a.f7.w-",1.,,e-Xr�•~.•�a:..;:w'�� ••(ice .. y v,/.k�3. r'� �"^Y`�d•'�' �' 'Fti•""/sq" ,,,..+E ..,.�2 :l w� \• _ ,r.4' _. oc.z4:si'+a•�d.. "yF�^`G .1'�'.'q?"-�'�.,�c/:`�E= x:�a'Sa� ams.,.� r,!•� .y..r�'F�,.:ti�'�"Q.��n•.a�.a'a- `�.�.ecv,.e�=r.:a4: `< "Parcel Detail Page 1 of 3 Xr • 4a x, � �/� " 3 44 a - �'y. �` % w. Logged In As: Tuesday, Februa Parcel Lookup Parcel Info ......... Parcel ID,310-116 Developer ot LOT 57 Location 117 LEWIS STREET Pri Frontage'60 Sec Road Sec Frontage .... .......................... Village HYANNIS » Fire District HYANNIS, ......... 3 Sewer.Acct 2695 ` °» Road Index 0889 Interactive Ma Owner Info. �. .......... Owner FCADET, WANERJR Co-owner z, SEreetl `.137 WINDSHORE DR Street2. City it HYANNIS State MA 1,zip 02601, Country' US' Y << tip ils. Land Info fi __ ..... ........ _...: r Acres;0.20 Use'Single Fam MDL-01 zoning RB Nghbd 0105 ............ ..... Topography;Level Road Paved . utilities',Septic,Gas,Pub Iic,Water Location r I Construction Info Building 1 of 1 Year°_ Roof Ext - Built 1925 Struct Gable/Hip' _ wall Wood Shingle z Effect Roo Roof Asph/F GIs/cm p AC{None Area Cover Type ,... , Bed Style lConventional wall,Drywall Rooms A Bedrooms = a Int Bath Model :Residential Floor Rooms°2 Full r" Grade:Average Heat Hot Water Total ,7"Rooms Type° Rooms # http://issgl/iiitranet/propdata/ParcelDetail.aspx?ID-25659 -2/20/2001` ' 'Parcel Detail Page 2 of 3 33 ,_ 9 3Js 7I3�� Heat Found- stories 1 1/2 Stories Gas Poured Conc. Fuel € ation ttss�3ssst gg y FOP'' J I Permit History Issue Date Purpose Permit# Amount Insp Date Comments 11/23/2004 New Siding 81013 $6,000 Visit History ._. .._._ . ......_ _.. Date Who Purpose 5/22/2003 12:00:00 AM Paul Talbot Meas/Est 3/21/2001 12:00:00 AM SM Meas/Listed 9/15/1987 12:00:00 AM ML Sales History ._. ..... ......... .... _ w__._.... Line Sale Date Owner Book/Page Sale P 1 11/6/2003 CADET, WANER JR 17899/078 2 6/19/2003 APA INVESTMENTS CORPORATION 1 71 1 6/283 3 4/2/2001 SULLIVAN, BRENDAN J 13688/216 . 4 3/30/2001 INDYMAC BANK, FSB 5 10/12/1999 ABRAHANI, MUHAMMAD S, TR C155112 6 10/12/1999 ABRAHANI, MUHAMMAD S, TR 12597/159 7 7/15/1984 BLEAU, ALFRED A TRS 4197/001 8 COX, JAY L 3013/159 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parc( 1 2007 $193,600 $0 $0 $127,200 2 2006 $154,700 $0 $0 $127,700 3 2005 $134,200 $0 $0 $113,600 4 2004 $106,900 $0 $0 $107,300 5 2003 $95,500 $0 $0 $34,900 6 2002 $95,500 $0 $0 $34,900 7 2001 $95,500 $0 $0 $34,900 8 2000 $79,400 $0 $0 $21,000 http://issql/Intranet/propdata/ParcelDetail.aspx?ID=25659 2/20/2007 -Parcel Detail Page 3 of 3 9 1999 $79,400 $0 $0 $21,000 10 1998 $79,400 $0 $0 $21,000 11 1997 $65,900 $0 $0 $18,000 12 1996 $65,900 $0 $0 $18,000 13 1995 $65,900 $0 $0 $18,000 14 1994 $65,700 $0 $0 $21,600 15 1993 $65,700 $0 $0 $21,600 16 1992 $75,000 $0 $0 $24,000 17 1991 $82,800 $0 $0 $39,000 18 1990 $82,800 $0 $0 $39,000 19 1989 $82,800 $0 $0 $39,000 20 1988 $47,300 $0 $0 $16,500 21 1987 $47,300 $0 $0 $16,500 22 1986 $47,300 $0 $0 $16,500 Photos http://issgl/intranet/propdata/ParcelDetail.aspx?ID=25659 2/20/2007 oF1HE ro,,, Town of Barnstable Regulatory Services MASS. Thomas F.Geiler,Director �'ArFo;p.,1% Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4024 Fax: 508-790-6230 Feburary 20, 2007 Mr. Waner Cadet Jr. 137 Windshore Drive Hyannis, MA 02601 Re: Illegal Apartments: 117 Lewis Street Hyannis, MA 02630 Map 310 Parcel: 116 Our records indicate that your house at the above-referenced location is currently being used as a multi-family home,which is contrary to Barnstable Zoning Ordinances. Violation of zoning ordinances is a misdemeanor, conviction for which results in a. criminal record. You must contact this office within 14 days to either: • Apply for a building permit to restore the property to a one-family home • Apply to the Amnesty Program • Prove that this is a legal multi-family home. Please contact this office immediately to tell us what direction you wish to take. Sincerely, _ dson Amnesty Zoning Enforcement Officer Building Department gforms:zoning3 h i Ff 1 Fv „p 4 1 720 .Apartirt�n '; ' `y,t20 Aparhne' mg o HYANNIS 2;;bedroom,;'!teat NYANNIS; ed R Bi en miles ; ,Y 950/mo B 777 g9p6 ;n_ow �,cparpet �� NtS,fib:gin ull etlaj I N�u11�a v✓/ " mo Bio (508 92'M9 j w 995/m shp 1 3 bet 551IiINNIS,,$800ft 1 br,;ez' ,room d0writOwrf renovat ft+lty apj ed ,new a pl'iances&rea tu11 size 3t u '"fnr,ran akg 0co0pan0y jtral;AA letters of recommendabonp R;p'nvate I 1'bed required Call'Jean at'(508� ceilings No pets`, t, 477 5238�Tues or tThfs ;vind0y 40 ;3 104 0r leave'.message;S �w+ �,abie iti NYmu 'Annual rental`Rte w "7 0ng roul 13^� Motel, Large moms, R the e � $1;75p1w Paul,Drake, Realty at,the A Fxecubvves 508 776 5197 of.nA 2br't�;pa'+ " , d es q course NYANNIS 8eac'h, hu -8h pool, S67f>968 �'! &eparate OOfmo,, Ceittei �` al 9198� A the 1br non , fncludt , and .bran tl new 2;br yr slop; 170 „ �"; Mon 'G , �t'SQ 8-7176 uGu wev3g'stu„+ YMNIS C` ]n 391usrve: �bCo 3 biU r IiJjng91 �'v 2: dtnin INKS', /n Parkln9e` OOmO�� 5"`2� 3. sr home 8345 6 iyanrits i4 H„YANMSs t6'e� stutli ' TOl[r, o, 1 BR Barnstable Assessing Search Results Page 1 of 2 �Wkl Al i., '� � � v:,Asi s �'' i,a _ � ✓y -v'. ,fib / � Home: Departments:Assessors Division: Property Assessment Search Results 117 LEWIS STREET Owner: l �"�✓ ,(s f/ i✓O aCC v� TS CADET,WANER JR Property Sketch Legend Z//-CA --e Map/Parcel/Parcel Extension 310 /116/ 00 Mailing Address f a CADET,WANER JR 3 ' S� r� G 4�'s 137 WINDSHORE DR � �'� �� r HYANNIS, MA.02601 Im f 2005 Assessed Values: Appraised Value Assessed Value d Building Value: $ 134,200 $ 134,200 Extra Features: $0 $0 Outbuildings: $0 $0 Land Value: $ 113,600 $ 113,600 Interactive Property Map: ap requires Plug in: Totals:$247,800 $247,800 I have visited the maps beforeu Show Me The Man April 2001 photos a a ✓ Sales History: Owner: Sale Date Book/Page: Sale Price: BLEAU,ALFRED A TRS 7/15/1984 4197/001 $38,000 COX,JAY L 3013/159 $0 i M l INDYMAC BANK,FSB 3/30/2001 $. - APA INVESTMENTS CORPORATION 6/19/2003 17116/283 $ 180,000 ABRAHANI, MUHAMMAD S,TR 10/12/1999 12597/159 $275,000 ABRAHANI, MUHAMMAD S,TR 10/12/1999 C155112 $275,000 CADET,WANER JR 11/6/2003 17899/078 $206,000 SULLIVAN, BRENDAN J 4/2/2001 13688/216 $ 133,900 E Tax Information: Tax information is currently not available for this parcel Land and Building Information C \ �' 11, http://www.town.bamstable.ma.us/tob02/Depts/AdrriinistrativeServices/Finance/Assessin... /25/2 4 Barnstable Assessing Search Results Page 2 of 2 f Land Building Lot Size(Acres) 0.2 Year Built 1925 Appraised Value $ 113,600 Living Area 1862 Assessed Value $ 113,600 Replacement Cost$ 178,915 Depreciation 25 Building.Value 134,200 Construction Details Style Conventional Interior Floors Hardwood Model Residential Interior Walls Drywall Grade Average Heat Fuel Gas Stories 1 1/2 Stories Heat Type Hot Water Exterior Walls Wood Shingle AC Type None Roof Structure Gable/Hip. Bedrooms 4 Bedrooms Roof Cover Asph/F GIs/Cmp Bathrooms 2 Bathrooms Total Rooms 7 Rooms Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessin... 10/25/2004 oF1He ram, Town of Barnstable *Permit Expires 6 months from issue date - - -- Regulatory Services Fee ,J) p; MASS. LE. � __ ��O (lJ �X. Thomas F.Geiler,Director ArFD N1°�` Building Division - Tom Perry, Building Commissioner R` 200 Main Street,- Hyannis,MA 02601 Office: 508-862-403 8 . Fax:- 5087.790-6230 _EXPRESS PERMIT'APPLICATION RESIDENTIAL ONLY, Not Valid without Red X-Press Imprint Map/parcel Number Property Address Q.`a3®S S( 0 tix.% [Residential Value of Work ( ,�0 0 Minimum fee of$25.00 for work and r$6000.00 Owner's Name&Address 1 16 Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check heck sole proprietor I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to EKe-roof(not stripping. Going over_I existing layers of roof) r Re-side eplacement Windows. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home Improvement Contractors License is required. Signature Q:Forms:expmtrg Revise063004 -Town of Barnstable ~O Regulatory Services _ - Thomas F.Geiler,Director- MAW 9 . -t Building Division BD - 'Tom Percy; Building Commissioner - .. Main Street, Hyannis www-town.barnstable.ma.us Officer 508-862-4038 Fax:- 508-790-6230 .Property Owner Must Complete and Sign This Section If Using ABuilder as Owner of the subject property hereby authorize: to act on my behalf, in all matters relative to work authorized bythis building permit application for: (Address of Job) Signature of Owner Date Print Name blI t' s. w }, • i. ,l w, L,.I '/ t• 1. / j11 `• M , Sr a '� +�, rM6c . 1 3 r .� . Y r ' i ' I, 1• •, !f' "rr .,ril 't ..,5' E d Ir_. { ,♦ 1 i 1 -} . 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