Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0269 SOUTH MAIN STREET
r W 4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma p Z.d 1 Parcel !. Do 2-• Application # Health Division �I1 Date Issued i Conservation Division S�,3 _S �� -- a.��,�a.' Application Fee 0 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 2-06 SOUM W A 1 N{ 45?r9fIE-9T Village �i'� �� L'IL�. M Z. Uri Owner P_ it fd= •NP �� /S Address 32- U�NIT110 eil, off ? Telephone Permit Request G�N!l7TA&Gr YTi A 7' 4,�- 4?4 94isf Square feet: 1 st floor: existing proposed+5 2nd floor: existing proposed Total newTZ 4- Zoning District 96. Flood Plain L Groundwater Overlay Project Valuation o o v Construction Type�� Lot Size 2. Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 16 Two Family ❑ Multi-Family (# units) Age of Existing Structure4 1M . Historic House: ❑Yes U/No On Old Kigg;'� Highway ❑fies Basement Type: W ull ❑ Crawl ❑Walkout ❑ Other 177) r t00 Basement Finished Area (sq.ft.) 11690 Basement Unfinished Area (sq ft) _ Number of Baths: Full: existing 2- new Half: existing new �r� Number of Bedrooms: 2 existing L.new , , Total Room Count (not including baths): existing (0 new First Floor Room Count Heat Type and Fuel: Chas ❑ Oil ❑ Electric ❑ Other Central Air: V'Yes ❑ No - Fireplaces: Existing O New e> Existing wood/coal stove: ❑Yes Quo Detached garage: ❑ existing S•new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size 1. Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal* Recorded ❑ Commercial ❑Yes L9'No If yes, site plan review# Current Use d�lt6coc NM 10 W/9. Proposed Use 1/1!'CvL Z FAMI L`f W 119. APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name OA N&1 M . . I�W0 Telephone Number Address Z W 01T-'- 177 'Fr License #_A P-0 I NcT 4(,2e±(0 N 0 A4 049P V&H0 MA D 641- Home Improvement Contractor# Email -C-3 H rker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO l S G 59 f*-11 1 1 SIGNATURE DATE �ZI IT 13 'r. FOR OFFICIAL USE ONLY APPLICATION# ,k DATE ISSUED ` MAP/PARCEL NO. = r _ ;s ADDRESS ; VILLAGE OWNER - - 't DATE OF INSPECTION: - 'vfFO.UNDATIONv! _ �.I4,1, i yt FRAME f ;INSULATION.,+_: ' FIREPLACE ` = FINAL ELECTRICAL: ROUGH f r . _ Y . PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING =l %)I DATE CLOSED OUT _ t ASSOCIATION PLAN NO. i vi • 27;e Commaxvedth of Masyaekusdfs Demortnreniof1Y d Accddmw& D,�'ue�Inpeskgt�ans Bos#oa,HA 02.II1 t�uw.rrme�go�duz Workers' CampensafianInsurance Affidzv&Bm1derdCbnhnhmc-trwsff1-ctrir n�mbera li Ig#'at�a Please Print Name c&SdftnmwdOw a amlfudnridnai: VAN I•F�- - i-r-IbU 15 addre,-w. Z wN I T 1 ' Are you an employer?Check the appr%mmileb=, Type of ect * 1-[] I am a employer with 4 ❑I am it general canft=tor and I 6- Qevr Coustraction eraaployees(hill mNCrpart-lime)* tinge hired the sub-coawem. 2❑ I am a sole proprietor orpartue� fisted anise attached sheet 7. ❑1odeliag ship and have no employees These,sub-cantracturs have g- ❑DamoRtion vmddng forme is any c ry. employees mdhave wadm St- ❑Bu dmg addition INO workers'comp-insmauce Comp-iasmxwr l eURUMd:] 5. ❑ We are a corposattioa and its 10-0 Electacal 1Cpaim ar additiom 1 I am a hnmt owner doing all work officers have mt ercised their 114❑Plumbing repairs m-additions mywlri of tics MCI. . f(Nfl worYEts � 12-❑Roafrel>Sita insurance required.]t a 152,§1(4} and we have ao employees-[NO wodol& 13.0 Other comp-insurance mqa ired.] �Aop appSt:ot 6iat chedaboz ffl tortstalso fiIl oattht secfioabelotPshnvrias ffie-somas'cemP��P��p����- . Hmuwwaeatdw sabautthis afi5davk in amast rand awwafidsvit iDdi-Hnfl mx2L zCoatacmrsYtutcbect thkbox mmt atuchpa au additional 9ke shorans tlu name of die sd-moactoa and stare Yrhethw orncttthnse a bs empiopecs.Ifthe sulrtormadoahave eagilofa�,thcymnstp¢nvide their wad:ess'tmap.pol"ic�mnabrr. lam an ealaptayer f7is prnvidarag nrorkcra'caaarlaaazsntivtt iatsarmtc$for my enrp�nysesr �alatr is Sie paircp rttrd j+vb sra`s in format&IL - Lmm mm Cc mpaucy Name: Policy 9 or Selfaas-Ile.#: Fxpi mtimDate: Job Site Address_ CitylStgeimp: Attach a copy of the workers'compensafion policy decizratitm page(s1lEming the policy number and eq*idau da". Failure to secm coverage as required under Section 75A of MGL c.152 can lead to the imposition cf criminal peual6ea of a fine up to$1,500 00 and/or am-year imprisoatamt,as well as c ivR peaatties iu the foam of a SMP WORK ORDIMand a free. of up to$250-00 a day against the violator- Be advised that:a copy of this statement maybe frwarded to the Office of Investigations of the DIA for mu mnce coverage yecificaticn- I do hereby ri tk ' s aindpeartifies of p�suy fliattLa irzfonrtafrmt praysdsa�wvs is bus cud carracL tie Dam- 15 Zb PhMk- S—F2• lob Z.• � 1. O we a* Do oat lints in this urea,to h r calaplated by aky arfum&.&&L Cady or Tam P iceaast-8 wag AuffimiLg(cir&an* L Bmmd of HmM 2.DmIling Dep-aartrment I CRyffi m Chwk 4.Elechical Inspector 5.Phwdimg Inspector 6.Othea• GbattbctFet;aoa: MORE 9. .6 A FYC Guide to Wood Construction ur High Find Areas:110 tnph Emend Zone Alassachuseits Checklist for Compliance(7so cmiz53oi a.i.l)' f LI Check . compliance 1.1 SCOPE Wind Speed(3-ser.gust).......... ....................._......._.................................................... ..... 110 mph WindExposure Category.�t ........ ............. ............_...............................................................................B Wind Exposure Category. .............Engineering Required For Entire Project.......................................C 12 APPLICABILITY Number of Stories(a roof which exceeds 8 In 12 slope shall be considered a story)___I_stories s 2 stories Roof Pitch . .........(Flg 2) ........_......................•------••� � 512:12 Mean Roof Height "..:................_......_............_................... (Fg 2).................................................. ft _<'33' l� Building Width,W......................................... ........_ . .(Fig 3). ........... . ...........__..._ ' ft 5 80' ✓ Building Length, L ..........................................:"_"__. .._...(Fig 3).- ................. .........................eft _<Bat Building Aspect Ratio(LPN) ..............................................(Fig 4)............................_....._........ <_3:1 Nominal Height of Tallest Opening2°1......}.- .(Fig 4)......:................ ....................�5 1.3 FRAMING CONNECTIONS General compliance with framing oDnnedHans......._......_...(Table 2)............................................................... 2.1 FOUNDATION:; Foundation Walls meeting requirements*of 780 CMR 5404.1 Concrete.............................................`..................................`............................................... ConcreteMasonry........".".............._..............----.....-..................---.................................---_...........:_......... 22 ANCHORAGE TO FOUNDATIO01 5/8'Anchor Bolts*imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general .(Table 4).............. .......... ................ �_in. _ Bolt spacing_from endroint of plate.......................:....(Fig 5)..................:................._ in.:5 6"-12'. Bolt Embedment-concrete......................................... F1 5 '- " Bolt Embedment-masonry ..........................(Fig 5 .............0........._... in.>_ 15" PlateWasher..:...........................................................(Fig 5).............................................. 3'x 3'x'/<' 3.1 FLOORS Floor•fiaming member spans checked ...............................(per 780 CMR Chapter 55)............................ _.._. Maximum Floor O enin Dimension............... F 6 '...................... Full Nei ht Wall Studs at FloorO enin s less than 2'from Exterior Wali Fi 6 ........... ....1. _LZ 9 P. 9 ( 9 )..•...........:... MhAmum Floor Joist Setbacks Suppotting,Loadbearing Wails or Shearwall................ i 7 .................................................... 0 ft <d ✓ Maximum Cantilevered Floor Joists. — .- -- Supporfing-L oadbeadng Watts-or-Shearwall.........."..."...(Fg_B): ."..—.—......................._. --.:..... � :5d FloorBracing at Endwalls....................................................(Fig 9)...................................... ...... Floor Sheathing Type"....................... ',:._. ......._....._._.......(per 780 CMR Chapter 55).........�11w .._ ..... lid Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55).............._........ n. t7- Floor Sheathing Fastening................................................. (Table 2)..[D d nails at & in edge I)!;.in field 4.1 WALLS Wall Height Loadbearing walls ., (Fig 10 and Table 5) .Non-Loadbearing walls........ ...................................(Fig 10`and Table 5)................. 1;�'ft'920' Wall Stud Spacing .......`................................................(Fig 10 and Table 5)...................J_fcv, < in. 24 o.c. _�_ , Wall Story Offsets ..................................... •..(Figs 7.1£8)_..__..................................... &ft_ d 42 bXMRI OR•WALLS' Wood Studs Loadbearing treks...................._.................................(Table.)............................ - ft�o in. Non-Loadbearing walls...._........................:.................(Table 5).............................2x - ftmin. Gable End Wall Bracing Full Height Endwail Studs........................................(Fg 10)....... .................................... WSP•Attic Floor Length..... ._.............:................._(Fig 11)_.......... ..................... zW/3 Gypsum Ceiling Length(rf WSP not used)....................(Fig 11)..........................................._ft>:0.9W and 2 x 4 Continuous Lateral Brace @ 6 f L o.c... (Fig 11)............................................................. or 1 x 3 ceiling furring strips @ 16"spacing min.wig 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate ✓ Splice Length . ................:..................................(Fig 13 and Table 6)............... ................. soft 11 common nails)."..........(Table 6)........................................... .......L ARIC Guide to Wood Construction! in Higfi I4rindAreas: 110 fltph Krnd Zone , Massachusetts C ecldist for Compliance (js0 C1RIR5301.?.1.1)t Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)................................................... 2 Non-Lioadbearing Wall Connections ` Lateral(no.of 16d common nails)......................_........Table 8)..............................................._.... 2 _I� Load Bearing Wall openings(record largest opening but check all openings for�c�? Rance to Table 9) Header Spans .....................................................(Table .:. _aft._.in.511' SIRPlate Spans .... .................................................(Table 9)..............-......................L it I 10,in.-- Full Height Studs (no,ofstuds)............................ ....(fable 9).................... .... ... .J Non-Load Bearing Wall Openings(record largest opening bUt check all openings for compliance to Table 9 Header Spans:............................... ..._........_.........(Table 0)............._..-----........_ 2 ft,( in.51z ✓ Sill Plate Spans::......_..............................................(fable 9)............................... Z ft10 in. 12 Full Height Studs(no.of studs)...._..............................(Table 9).................................................. Exterior Wall Sheathing to Resist Uplift and Smear SimultanbousV Minimum Building Dimension,W � Nominal Height f Tallest.OpeningZ �• rr ............................�1 ...Jl!!�1. ........._.. _6`B' Sheathing Type!...................:.•-•-.._..-....._......(note 4)........................................... ►n. Edge Nail Spaclhg._:................_.........,.........(Table 10 or.note 4 if less)........................�0 Feld Nail Spacing:..._............:........................(Table 10)... :...................._......... n ...... ... ... . Shear Connection(no.of 16d common nails)(Table 10)...:.................... �r....... ._........ — Percent Full-Height Sheathin able 10 ....... % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest OpeningZ....................................................................�: Sheathing Type..............................................(note 4) (f� Edge Nail Spacing..................................._....(fable 11 or note 4 if less)......._................. in. Field Nall Spacing.............._:..................__.:..(Table 11)................I._................... *in.Shear Connection(no.of 16d common nails)(fable 11)......... . ................Percent Full-Height Sheathing.......................(Table 11)........_..........._.........._.........__._.... 5%Additional Sheathing for Wall with'Opening>BY(Design Concepts)...._............:.. Wat_f Cladding Rated for Wind Speed? ' 5.1 ROOFS. Roof framing member spans checked?........................(For Ratters use AWC Span Tbol,see BBRS Website) ✓ Roof Overhang ';. ........................ .........0.. ...........(Figure 19) ft s smaller of 2`or L13 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift...............................................(Table 12).............................................U=93 plf V Lateral....................-........................(Table 12)....................0........................L=J.plf sL — ------- Shear........... `(Table-12j........... S= if- ��—= • .......... ...._....--- ...................._.._. .._... Ridge Strap Connections,off collar ties not used per page 21'... (Table 13)...............................T= plf j", Gable Rake Outlooker..........................................(Figure'20)............. 5ff s smaller of 2'or L!2 S� Truss or Rafter Connections at-Non-Loadbearing Walls Proprietary Connectors Uplift........_.............:................_...... able 14 ............................................U 2 lb. Lateral(no-of 16d common nails)...(fable 14).......................................L'Z_�tlb. Roof Sheathing Type.........................._.........._.... . ._..(per 780 CMR Chapters 5B a�d 59) .pl..yw"w ,_Lz Roof Sheathing Thickness..................._.....___._.._... .............._......................._. 'S in /16'1N _�l/_ Roof Sheathing Fastening. ..........._:(Table 2)--.-*,* ).................. ..............4 Notes: •1. . This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR-5301.21.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs am not required per the WFCM 110 mph Guide: a. Steel Straps per Ffgure.5 b. 2b Gage Straps pdr Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e.• Comer Stud Hold Downs per Figure 18a and Figure 180 2. Exception:Opening heights of up*to 8 ft.shall be permitted when 5%is added to the percent M-height sheathing requirements shown in Tables 10 arid 11. 3. The bottom sill plate in exterior walls shall be a'mWrnum 2 in.nominal thifclmess pressure treated#,Z-grade. ' Town of Barnstable Regulatory Services otrVE rqy� Richard V.Scali,Interim Director Building Division iAxnsrnsrs. * Tom Perry,Building Commissioner ass. 9� 16.5 � 200 Main Street, Hyannis,MA 02601 ,ED A www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION ; Please Print DATE• o�,?j .. . JOBLOCATION: 2?.,j 'j0 y M MAIN -17 "� numb6r street village `HOMEOWlsMR't: n4NI EA (/GW I/ �I�97 7 �, Mf name 2 {,' j ome phone# work phone# CURRENT=MA1LR AD� D�� 3 3,z ✓_ !/TN e,� W41 NQ94H 1Co k6d �1+ of r�"L city/town _ state zip code The current exemption for"homeowners"was extended to include owner-occUied 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 rs• ed` meo 'certifies that he/she understands the Town of Barnstable Building Department minimum inspection proc ures e e en and that he/she will comply with said procedures and requirements. SignapeofH� omeownne Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems;.particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. AWPFaE&\FORMS\buildin"crmit forms\EXPRESS.doc � E Town of Barnstable Regulatory Services MAS& F Richard V.Scali,Interim Director 1639.'6 3 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 r Property Owner Must " y 1 Complete an&Sign This-,Section If Us in' g.A Buifder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date . � 9 o nstable ervices irector ision mmissioner MA 02601 ble.ma.us Fax: 508-790-6230 Porch ❑Gazebo lication. (This information maybe obtained from ain Street: Historic District(North of Route 6) terfront Historic District(see map for boundaries) (if applicable) :30 PM 3:30—4:30 PM (''� G�I3�1`t TOWN OF RfIRNST :BLE 13 Pil 3: 41 P� J �G ��,aQj3�`.t✓3 O �.0, LOT B2 28,595f S.F. 10.5' CONCRETE 10.5' FOUNDATION 41��P OF . s L 0 0 FOUNDATION PLOT FLAN DCE #09-166 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION : 269 SOUTH MAIN STREET CENTERVILLE, MASS. PREPARED FOR: SCALE : 1 " = 30' DATE MAY 29, 2014 DANIEL LEWIS REFERENCE ASSESS MAP 207 PCL 97-2 PB 406 PG 42 =�``', t 4.1111 CIF I HEREBY CERTIFY THAT THE STRUCTURE ek,`y SHOWN ON THIS PLAN IS 'LOCATED ON THE �DAN:E?_ y� � GROUND AS SHOWN HEREON. A. J(/U OJALA ` off 506-362-4541 fox 506 362r9860 `\ 0 ` v" down cape engineering, inc. 7 --------r—+--- ---� C/V/L ENGINEERS _____�_—_—�-- •l ,,�" ------ LAND SURVEYORS 939 Main Street — YARMOUTHPORT, MASS. DATE REG. LAND SURVEYOR TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map- Parcel,-" .Application 16 67ZI Health Division Date Issued Conservation Division Application ication Fee Planning.Dept. Permit Fee, Date Definitive:Plan Approved by Planning Board 63 41n116 Historic = OKH Preservation Hyannis Project Street Address 44o Village el-IV 7Fe V/ Owne Address 02 (,2 u_7H "191irV Telephone Permit Request Square feet: 1 st floor: existing—proposed 2nd floor: existing—proposed Total new Zqning District Flood Plain Groundwater Overlay Project Valuations-1, SD Q(I Construction Type Lo t Size Grandfathered: U Yes LJ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family Ll Multi-Family (# units) Age of Existing Structure Historic House: L3 Yes W`No On Old King's Highway: a Yes 3<0 Basement Type: Q Full LJ Crawl U Walkout LJ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new C-7 Total Room Count (not including baths): existing —new First Floor Roqm ZE ount Heat Type and Fuel: L3 Gas LJ Oil U Electric LJ Other a_ Central Air: Ll Yes a No Fireplaces: Existing New Existing wood/cdal stove: a Yes;LJ No O Detached garage: Ll existing L3 new size Pool: LJ existing anew size Barn: LJ ex i sting LFew ze— '77 Attached garage: LJ existing Q,new size —Shed: a existing L3 new size Other: un CD Zoning Board of Appeals Authorization a Appeal # Recorded a Commercial a Yes Ll No If yes, site plan review# Current Use —Proposed Use APPLICANTINFORMATION (BUILDER OR HOMEOWNER) NaMe Qe0_t-t_Mj01)'T- U0 . Telephone Number SD� 9qD-/7 4dress A00 AJ 01�-7 � 7-' License # A Home Improvement Contractor# Worker's Compensation am "i-,60_S-ZC4:4 62aLo ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO d-4_-Z� IV Ng a &C SIGNATURE 1Gt DATE �( FOR OFFICIAL USE ONLY - •'i' APPLICATION# DATE ISSUED MAP/PARCEL NO. F' ADDRESS VILLAGE OWNER' DATE OF INSPECTION: FOUNDATION ;FRAME ' 5 INSULATION FIREPLACE i r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING o e DATE CLOSED OUT ASSOCIATION PLAN NO. u BIKE, � Town of Barnstable Regulatory Services 1AHNBIAIILE; Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis, MA 02601 wwyy.town,barustable.ma.us Office: 508-862-4038 Fax: 508-790-623, Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize m4I27— c2la/' to,act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Signature of Owner A-.3 'r ed k_4_4_0 S Print Name If Property Owner is applying ,for permit please complete the-. Homeowners License Exemption Form on the reverse side. Town of Barnstable Regulatory Services Thomas F. Geiler,Director RAmgrASL.E, HAS& Building Division Argo Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: village number street "HOMEOWNER k hone# name home work p 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 Persons)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 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 1 o9.1.1-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." re that they are assuming the responsibilities of a supervisor(see Appendix Q, Many homeowners who use this exemption are unawa Thi Rules&Regulations for Licensing Construction Supervisors,Section 2.15) s lack of awareness often results serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed.person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\-FOR-MS\homeexempt.DDC May 6, 2010 Daniel Lewis 332 Whitney Street Northborough, MA 01532 .Frank Carotenuto Beaumont Solar Co; 200 North Street. New Bedford, MA 0V40 To whom.it may concern: Beaumont Solar Co.has my permission to apply for a Building permit on.my behalf for the installation of a photovoltaic system for the house I am building at 269 South Main Street, Centerville, MA. Sincerely, aL ameLewis. N SHOP DRAWING FOR <ti DAN LEWIS RESIDENCE 230 (14) SOLAR PY PANELS 3,220 KW SYSTEM 2ro9 MAIN STREET GENTERYILLE, MA beau o. QSOLAR CO. wwwbea umontsola rco.com 200 North St. New Bedford,MA 508-990-1701 n><:508-993-3230 31'-6" ROOF SURFACE WIDTH Client: DAN LEWIS lawI8—10" SOLAR ARRAY WIDTH - _ Address or Location: 261 MAIN STREET CENTERVILLE, MA a z .. ., Date: w• 2/3/10 SOLAR ARRAY HEIGHT " prove y 13-6 r B : ROOF SURFACE HEIGHT „ ;E ' "i.; "' .. may,„ As Is: As Noted: " I zf- td4ftr s+ e � � '�"�� �. Revision#. Sheet#:' 001 File Name: LEWIS—SOLAR ARRAY Scale: 3/16° APPROX L`,R,��OGERS "'COPYRIGHT Beaumont Sign Co. THIS DESIGN IS TNF PROPERTY OF BEAUMONT SIGN CO.ALL PROOUCTION AND DUPLICATION RIGHTS ARE RESERVED BY BEAUMONT SIGN CO. TIOS PUNT IS DESIGNED FOR YOUR PERSOIUL USE AND IS U07 TO BE USED OUTSIDE YOUR ORGANIZATION OR UNTRIED IN ANY FASHION.. , SOLAR S U N POWE . EXCEPTIONAL EFFICIENCY AND PERFORMANCE A BENEFITS Highest Efficiency A SunPower TM Solar Pane'Is arA, thE�most efficient photovoltaic panels on . e ` market today. = -AMore Power Our panels produce more power-lin the same amount of space up tc-50% more than conventional designs end 100% more than thin film: soar panels. $lk-a Reduced Installation Cost More power per panel`mears fewer panels per install'. This sx.,as.--botli time,, -- - and money. Reliable and Robust Design Proven materials,lined ra- f o allo lass, The SunPowerm 230 Solar Panel provides today's highest efficiency and and=a sturdy,anodized,fro rF-allow �.. -__ _ panel to operate reliably n nultirle performance. Utilizing 72 all back-contact solar cells, the SunPower mounting configurations. Ai 230 delivers a total panel conversion efficiency of 18.5%. The panel's e� - reduced voltage-temperature coefficient and exceptional low-light performance attributes provide outstanding energy delivery per peak 4ft power watt. SunPower's High Efficiency Advantage-Up to Twice the Power = Thin Film Conventional i SunPower Peak Watts/Panel 65 170 i 230 t; �r Efficiency 9.0% 13.0% 18.5% : .Peak Watts%W(rna 8(90)Y 12(130) 17(185) About,SunPower 4 f SunPower designs, manufactures and delivers high-performance solar electric technology worldwide. Our high-efficiency solar cells ! generate up to 50% more power than conventional solar cells. . _ Our high-performance solar panels, roof tiles and trackers deliver significantly more energy than competing systems. i 'SPR=230-WHT U E c us j - - S U N POWE R" 230 SOLAR PANEL EXCEPTIONAL EFFICIEAND PERFORMANCE Electrical Data I-V Curve Measured at Standard Test Conditions ISTq:inadiance of I000W/m°,AM 1.5,and cell temperature 250 C Peak Power(+/-5%) Pmax 230 W 7,0 1000 W/12 at 50C Rated Voltage Vm 41.0 V 6,0 I — PP 1000 W/n! Rated Current ImPP 5.61 A 5,0 _ -. --.- 1-- -- - } Q t100 W/m t Open Circuit Voltage Voc 48.7 V y Short Circuit Current Isc 5.99 A V 3'0 500 W/m I —- 2,0 . _ Maximum System Voltage UL 600 V 1,0 i Temperature Coefficients 200 W/m? 0,0 Power 0.38%/K 0 10 20 30 40 50 60 Voltage(Voc) -132.5mV/K ' Voltage M Current(Isc) 3.5mA/K Current/voltage characteristics with dependence on irradiance and module temperature. NOCT 45a C+/-2a C Series Fuse Rating 20 A Tested Operating Conditions Temperature -40a F to+185o F (-40o C to+85'C) Mechanical Data 113 psf 550kg/m2 (5400 Pa)front-e.g.snow; Solar Cells 72 SunPower all-back contact monocrystalline Max load 50 psf 245kg/m2(2400 Pa)front and back-e.g.wind r Front Glass High transmission tempered glass Impact Resistance Hail 1 in (25 mm)at 521mph (23 m/s) Junction Box IP-65 rated with 3 bypass diodes Dimensions: 32 x 155 x 128 (mm) Warranties and Certifications Output Cables 1000mm length cables/MultiContact(MC4)connectors Warranties 25 year limited power warranty Frame Anodized aluminum alloy type 6063 (black) 10 year limited product warranty Weight 33.1 lbs. (15.0 kg) Certifications Tested to UL 1703.Class C Fire Rating, Dimensions 2X 1200 2X 200 [47.24] MM 12 06.6 4X 180 (IN) [7.85] [.26] 17.071 - 2X 30 J 2X 577 8X 04.2 4X 231 [1..19] I 122.701 [.17] [9.09] T T T 4 2X 11.0 [43 798 6X 754 [31.42] L2X �}4.2 (29:64] [171 y y / 9 1 Ell 1559 46 I 7327 2X 915 2X 199.5 61.39] [1.81I 4X 12 2X [1535 ] 17.851 Grounding Holes S [47] 160.45] CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Visit sunpowercorp.com for details = SUNPOWER and the SUNPOWER logo are trademarks or registered trademarks of SunPower Corporation. s U n poWerco rp.co m _ ©2009 March SunPower Corporation.All rights reserved.Specifications included in this dotasheet are subject to change without notice. - Document#001-42 1 90 Rev'A/LTR_EN The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street t Boston,MA 02111 s° www mass.gov/dia Workers' Compensation Insurance Affidavit; Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ib Name (Business/Organization/Individual):�11,q I�. gAu) 1 6�d i i c.o Address: D 10/2T City/State/Zip: Ne"-j Mi4.6D7410Phone# 5674? 996-- / 740 / Are you an employer?Check the appropriate box: Type of project(required): 1.L"J I am a employer with 4. ❑ I am a general contractor and I 6. New construction. employees(full and/or part-time).* have hired the sub-contractors' 2.❑ I am a sole proP rietor or partner- listed on the attached:sheet:$ 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workingfor me in an capacity. workers' comp. insurance. : 9 Y P tY• ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its officers have exercised their 10.❑ Electrical repairs or additions required.]. 3.❑ I am a homeowner doing all work . right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers'. comp. c. 152,§1(4),and we have no 12.❑ Roof repairs insurance required.]t employees. [No.workers' 13%Other 5 e' AS comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such =Contractors that check this box must attached an additional sheet showing the name 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 Company Name: 5SDCCCc P '� I2!'�7,Q�0CP/S Policy#or Self-ins.Lic. #: nn_5QL3 Z�0 g.2/iD . Expiration Date: �� R Job Site Address: g c.i�N /y am �% City/State/Zip:� gdZZZ, g 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 crifr}pal 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 cov ge verification. I do hereby c ins " enalties of perjury that the information provided abpVe is true and correit Si femn afore: Date: S /�. �U Phone#: 5 Dg Cl qD-- l 76/ OTIcial 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 � Client#: 142212 BEAUMONTSI ACORD- CERTIFICATE OF LIABILITY INSURANCE 5//10/2010"Y" ' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION HUB International New England ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 222 Milliken Blvd HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Fall River, MA 02722 508 235-2200 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Travelers Property Casualty Co 25674 Beaumont Sign Co. INSURER B: Associated Employers Ins Co Cavallo-Cavallo, Inc.dba INSURER C: 200 North Street INSURER D: New Bedford,MA 02745 INSURER E: COVERAGES THE 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,THE 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. INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION LTR INSRE TYPE OF INSURANCE POLICY NUMBER DATE MM/DDIYYYY DATE(MM/DDfYYYY1 LIMITS A GENERAL LIABILITY 6804192N846 04/18/2010 04/18/2011 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED- $300 OOO CLAIMS MADE 7 OCCUR MED EXP(Any one person) $5 000 PREMISES(Ea occurrence) PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMP/OP AGG s2,000,000 POLICY X PRO LOC JECT A AUTOMOBILE LIABILITY BA4447N13A 04/18/2010 04/18/2011 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $1,000,000 ALL OWNED AUTOS BODILY INJURY $ X SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ A EXCESS/UMBRELLA LIABILITY CUP004451 N60343 04/18/2010 04/18/2011 EACH OCCURRENCE s3,000,000 X OCCUR CLAIMS MADE AGGREGATE $3 OOO 000 DEDUCTIBLE $ X RETENTION $1 O 000 $ B WORKERS COMPENSATION AND WCC5005726022010 04/18/2010 04/18/2011 X WC SIT MIT CER EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 pFFICER/M�MBER EXCLUDED? N (Mandatory in ) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS dba Beaumont Solar Certificate Holder,project owner and others,as additional insured with regards to general liability, where required by a written contract or agreement,according to policy terms and conditions. (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION 10 Days for Non-Payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable - DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 9n DAYS WRITTEN 367 Main St. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZE REPRESENTATIVE 11 .V C — ACORD 25(2009/01)1 of 3 #S382864/M372726 © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD MA003 p� Tk. r��m✓nzaruuea�� a�,/ ocu�u�aPtt �\ Board of Building Regulations and Standards lugHOME IMPROVEMENT CONTRACTOR ` Registration}163148 Expiratian ..t t,,1812011 Tr# 284285 ¢3 Type p iv"Ate Corporation CAVALLO CAVi�k�4N � - J PHILLIP CAVALLO� �1, 200 NORTH ST NEWBEDFORD Administrator 'w W14.0AM :8ISH0.PP Structural Engineer, -,5263,WYLIE LANE PORT-CHARLOTTE,FL 33981 TEL 508-328-5544 FAX 941-697-9867 R:^ jy C.,,: 22211 June 3, -2010 8 r Mr.. Rick Beaumont ' Beaumont Solar., Inc': , 200 North Street New Bedford, MA 0274.0 ` RE: 'Roof -Mounted Solar Panels Lewis Residence 269 -South ,-Main Street' Centerville-, MA 02743 Dear Mr. Beaumont; I have. reviewed the existing house=',: roof ,structure. information . that you provided„ and the proposed placement 'arid attachment of the_ solar panels. The existing structure is` c�?mposed of 2:x1Q @ - - - - - - - - - - - - - - - - 16' cc `rafters at `12:12 pitch spanning 2' .' I understand that there are no evident deficiencies or damage to the existing ' roof structure nor supporting walls and framing,, nor any, existing additional roof" loads other than those indicated on your drawing. Based upon that information, and .the weight and attachment, details of the proposed solar panels,, it is my opinion that the existing roof is capable. of safely:`supporting the solar panels. The average :superimposed -dead load pf the panels is less than 3 psf: Solar panels- shall be uniformly and equally supported by all existing -rafters. All work shall be in strict accordance with the solar panel manufacturer's specifications and details: I hope that this addresses your., inquiry.. Lf you have any questions p ease call me directly. Very rul ours:, OFLU Wi i ishop, PEBtS yG� St Ct ngineer S7RUCtURAI solar No.29488 9F6tSTE�`��% �IONA�� I Structural Engineer 5263 WYLIE LANE " PORT CHARLOTTE;FL 33981 TEL 508-328-5544 FAX:941-697-9867 June 9, 2010 Mr. 'Rick Beaumont Beaumont Solar,Inc. 200 North Street New Bedford, MA 02740 RE: Roof .Mounted 'Solar Panels Lewis Residence 269 South Main Street Centerville,,_MA 02`743 Dear Mr. Beaumont; -I have reviewed the existing house roof structure- information that you provided, and the proposed placement and attachment of the solar panels. The existing structure is composed of 2x10 @ 1611 cc rafters at :12:_12 pitch 8panning- `1.2 I understand that there are no evident deficiencies or damage to the existing roof structure nor supporting walls and .framing, nor any existing .additional roof loads other than those indicated on your drawing. Based upon that information, and the weight and. attachment details of the proposed solar panel°s, it is my. opinion that the existing roof is capable of safely supporting the solar panels. The average superimposed dead load of the panels is less "than 3 psf. Solar panels shall be uniformly and equally supported by al1 'ex"isting rafters. All work shall be in strict accordance with the solar panel manufacturer' s specifications and details. Additionally, the attachment of the 'solar panel system to the roof is structurally adequate to resist the code :required wind uplift. "loads for the i-1'0 mph design velocity in .-accordance with the 7th edition of the Massachusetts State Building Code. 780 CMR. I hope that his addresses your inquiry. If you have any question ; p se call me directly. Very t my o OF MAss9 2� WILLIAM 0. cyG Wi 1 0 op, PE BISHOP - Str tur n ineer c STRUCTURAL y No.29488 ��F SSGONAI.E�G���Q - SHOP DRAWING FOR: DAN LEWIS RESIDENCE 230 (14) SOLAR PV PANELS 3,220 KW SYSTEM 261 MAIN STREET CENTERVILLE, MA beau o !'a .}ar ;r: ,».SA€,L OSOLAR CO. LE www.beau montsola rco.com 200 North St. New Bedford,MA = E PP 4 �: 12 508-990-1701 mx:508-993-3230 3-1'-9," ROOF SURFACE WIDTH - s Client: DAN LEWIS I8-10" SOLAR ARRAY WIDTH Address or Location: CE MAIN STREET✓ CENTERVILLE, MA Date: I SOLAR 6l3/10 HEIGHT a —ARRAY ��luJ '-—•�—='—. �' __�——I� d �I_��-' �•—-T Approved By: ROOF SURFACE HEIGHT As Is: As Noted: --•�+--,.--�-- •--a-- ---c•-- --=-- I —�--I-III--a•-- - _ Revision M Sheet#: 001 001 J File Name: — = UNIRAC SOLAR RAIL SYSTEM N F LEWIS-SOLAR ARRAY ® = POSITIONS OF ROOF ATTACHMENTS - EVERY RAFTER I6" ON CENTER ? WIL IAM �CyG BI OP STRU U L ti No.294 S scale: 9F�rSTE� ti`�Q. , 3/16" APPROX FSS/ONALENG % & 76GERS lY ®COWFi10HT Beaumont sign Co. TRR DESIRE IS THE PROPERTY OF BEAUMONT WON M ALL PRODUCTION AND DUPLICATION WOHTS ARE RESERVED BY BEAU SIT WON CO. THUS PRMT LI OESIONEO FOR YOUR PERSONAL OSE AND IS NOT TO BE USED OUtSIOE YOUR OROANWRON 08 ENH BRED DI ANY FASHION. L ATTACHMENT DETAILS FOR DAN LEWIS SOLAR ARRAY 261 MAIN STREET CENTERVILLE, MA beau *SOLAR CO. www.beau montsolarcozom 200 North St. New Bedford,MA 608-990-1701 315" SS BOLT —soB-Me 3230 SOLAR PANEL CLAMP Client: DAN LEWIS SOLAR PANEL SOLAR PANEL Address or Location: 261 MAIN STREET UNIRAC SYSTEM CENTERVILLEF MA �- EXTRUDED .3-15" SS BOLT ALUMINUM RAIL O Date: 6/3/10 ALUMINUM L BRACKET �- CAULK 18 GAUGE Approved By: ALUMINUM FLASHING ASPHALT ROOFING SHINGLES. As is: As Noted: .5" PLYWOOD .315" SS LAG BOLTS 2" Revision#: Sheet tt: PENETRATION INTO RAFTERS 002 Ass File Name: Pw tAM , gcyG '. LEWIS-SOLAR ARRAY AS7Ftuclu AL -� C H No.29488 Scale: . �FGISTE��O � '%Ap G�0 \l NO SCALE SS►ONAL .'IV` 1 . � L�R�OGERS a COPYRIG HT Beaumont Sign Co. TINS DESIGN S THE PROPERTY OF MUNONT SIGN CO.ALL PRODUCTION AND IMPACTION RMHIM ARE RESERVED BY BEAUU MNT SIGN CD. THIS PRINT is DESSNED FOR YOUR PERSONAL USE AND 18 NOT TO BE USED OUTSIDE YOUR OIIOANUATION DB ENIUBfI®IN ANY FASHION. fJA Z pop" b. G� 9Jyj0p) .,,_REBAR W/CAP SET 0 o REBAR W/CAP SET 0) 17�`1 �o GO F SB FND �g 0 (OLD MHB) LOT B2 `ss 28,595f S.F. o.. \X �O O REBAR W/CAP SET o FOUNDATION PLOT PLAN DCE #09-166 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 269 SOUTH MAIN STREET CENIERVILLE, MASS. PREPARED FOR: SCALE : 1" = 20' DATE SEPTEMBER 3, 2009 DANIEL LE WIS REFERENCE ASSESS 207 PCL 97- PB 406 PG 42 x I HEREBY CERTIFY THAT THE STRUCTURE 41t SHOWN ON THIS PLAN IS LOCATED ON THEvlEi. \c' GROUND AS SHOWN HEREON. f n� off 508-3u2-4541 raX soy ss2-9eso 0.40980 C9 ---N djjjown cape engineering, inc. _ � " 'URV �°� C/WL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS DATE REG. LAND SURVEYOR { TOWN OF BARNSTABtE M9 SEP -8 AN 9: 09 _ i f - , Insulation Certificate Number and Street City �J�x2NS-� /plc County Subdivision Lot Number Permit Number Description of Installation . ROOF Product t9joe6sed 501 w Lot Number Thickness (inches) j O invc e- Thermal Resistance (R-Value) CEILING Product /V A Lot Number Thickness (inches) Thermal Resistance (R-Value) Loose Fill Type Brand Name Contractor's minimum installed wight/ft2 lb Minimum thickness inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R-Value) EXTERIOR WALL Product �i���5� Lot Number Thickness (inches)_ iN a Thermal Resistance (R-Value) 20 RAISED FLOOR Product N' Lot Number Thickness (inches) Thermal Resistance (R-Value) SLAB FLOOR Product 6z 10- Lot Number Thickness (inches) .Thermal Resistance (R-Value) Width (inches) FOUNDATION WALL Product Lot Number Thickness (inches) Thermal Resistance (R-Value) fz /C9 Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards. General Contractor(Builder) License Number Sig/nature and Title Date Sub-C ntractor(In ulation Installer) License Number �w.�-�•�— 3 L201 c� i Date is a BioBased®Insulation Certified Dealer 0 B/OBA3E0 0 N Revised August 2008 '- o, � / SL/LAT/ON��? egBED FOAM 109V� i TOWN of A E{la-T3 LE t C w 317 h w Iv IN, e �V V `1 o L.►�:J o . � W �J�J LJ W �. . � � 1.0 Description except when BioBased 501w0 is installed in BioBased 501vA is a water blown,two-part, t ''r unvented attics in accordance with Section open cell,bio-based spray applied,poly- ;: Y. 806.4 of the IRC. The vertical surfaces must be covered with urethane foam having a nominal density of 0.5pcf(8 kg/m3). a minimum nominal thickness of 5.7 dry mils (11 wet mils)of Foam Kote 50-50a intumescent When spray applied,BioBased 501v✓l * coating OR 7.3 dry mils(12 wet mils)of Flame expands 100:1,filling voids,crevices and Seal TB. building cavities,and reduces energy + consumption needed for climate control 5.3.1 Conditioned Attics: by reducing infiltration.Once installed, �y BioBased 501 W may be spray applied to BioBased 501vO assists in increasing thermal '- the underside of the roof deck and rafters. resistance,minimizes sound transfer,and 5.1 General: P BioBased 50W is applied at a maximum can reduce the risk of moisture accumula- BioBased 501vo must be separated from the thickness of 11.5"(292 mm)on horizontal tion within the building envelope. occupants by (12.7mm)thick gypsum and/or diagonal surfaces and a maximum of wallboard or an equivalent 15-minute ther- 5.5"(140 mm)on vertical surfaces. 2.0 Installation mal barrier complying with,and installed 4 The attic floor/ceiling must riot be insulated. BioBased 501w®must be installed by certi- in accordance with,IBC Section 2603.4 4 No vapor retarders are installed on the attic fied dealers who have successfully com- or IRC Section 316.4 as applicable,except floor/ceiling. pleted a BioBased Insulation approved when installed in attics and crawlspaces. 4 Bathroom exhaust ventilation ducts extend to training program or BioBased Insulation The maximum thickness of the insulation the exterior of the envelope. approved field certification training which is 7"(192.5 mm)in the walls and 11.5" 6.3.2 Vented Attics(use on attic floors): covers lication techniques, (292.1 mm)in the ceiling. proper application q BioBased 501wm'may be installed at a environmental health and safety,building maximum thickness of 11.5"(292.1 m) science and buildingde standards. 5.2 Application With a Non-Prescriptivem co Thermal Barrier: between joists in attic floors/ceilings.The Always consult with local building code in- In areas above 8'feet in height and where the attic must be separated from the interior spectors prior to installing BioBased 50W. foam plastic insulation will not be damaged, of the building by an approved 15-minute punctured or torn,Flame Seal TV may be thermal barrier. 3.0 Evaluation Criteria used to cover BioBased 50ivO in lieu of the BioBased 501YO meets or exceeds the evalu- prescribed 15-minute thermal barrier.The BioBased Conditioned Crawlspaces: ation criteria for ICC(International Code foam plastic insulation thickness must not BioBased 50rovIvO maybe installed in ll wi " " space walls provided that all of the following Council)approval as a building insulation. exceed 5.5"-(140 mm)in walls and 11.5 Its ICC-ES approval number is ESR-1383, (292 mm)in ceilings,and the insulation conditions are met: and shall be installed in full compliance must be covered with 18.3 dry mils(30 wet 4 One of the following methods of ventilation with the BioBased Insulation'Certified mils)of Flame Seal TB'"intumescent.The is provided: Dealer Training Manual and the following insulation must be dry,clean and free of dirt •Continuously operated mechanical exhaust codes or guides: and loose debris or other substances that ventilation at a rate equal to 1 cfm(0.47 Us) for each 50 ft2(4.7 m2)of crawlspace floor ® could interfere with the adhesion of the coat- area,includingan air pathwayto the com- (IBC International Building Code ing.The foam plastic insulation must not be mon area(suh as a uct or ransfer grille). (IBC)-Chapter 26 shaved,with the original"skin"intact.Flame •Conditioned air supply sized to deliver at a 2009 International Residential Code® Seal TB"'may be applied by airless sprayer rate equal to 1 cfm(0.47 Us)for each 50 ft2, (IRC)-Section 314 at ambient temperatures between 50"F and (4.7 rnr of crawlspace floor area,including a 115°F(100"C and 46"C)and relativeum hid return air pathway to the common area. API publication Ag-230:Fire and Safety d The insulation is applied at a maximum thick- Guidelines for Use of Rigid Polyurethane ity of less than 70 percent. Hess of 5.5"(140 mm)on walls. and Polyisocyanurate Foam Insulation in 5.3 Application With allon-Prescriptive d The exposed earth is covered with a continu- Building Construction. Ignition Barrien ous vapor barrier.Joints of the vapor barrier BioBased 501v0 may be installed in attics shall be over lapped by a minimum of 6" 4.0 Architectural Reference and crawls aces in accordance with section (152 mm)and be taped or sealed.The edges Division:07-7hermal and Moisture P of the vapor barrier shall extend up the stem 5.3.1 through 5.3.4 with a non-prescriptive wall a minimum of 6"(152 mm). Protection ignition barrier on the interior side of the g 4 The insulation is not installed within 6" Section:07210-Building Insulation insulation provided that all of the following 1 (152 mm)of the ground. Model architectural specifications in CSI conditions are met: 4 The insulation fills and seals the rim/band three-part format are available upon request. J Entry to the attic or crawl space is only for the joist area. service of utilities. 4 The crawispace ceiling must not be insulated. 6.0 Recommended Uses 4 No open combustion appliances are permitted BioBased 501wd can be used in residential, in the attic or crawl space. . 6.3.4 Vented Crawlspaces: commercial and industrial applications. 4 Combustionair is.provided in accordance with BioBased SOU0 may be installed in crawl- The following design assemblies are a genes- IMC Section 701. space ceilings and coated with Flame,Control al design guide only. BioBased 501v0may be 4 There are no interconnected basement or attic Foam Kote 50-50a ignition barrier provided useful in other applications.Always consult areas. that all of the following conditions are met: with the IocaI authority having jurisdiction 4 Ventilation of the attic or crawl space is provid- 4 Ventilation openings are located in the foun- before use. ed in accordance with the applicable code, dation walls with a net free opening area of OF BAAN _0 IrLa uc . 2 3 2: 37 Iu s, Q c * vo tau ' I F e not less than 1 ft' M2)p®r 150 f-(i 4 h'i1) a Ptli NMAtic or equivalent performing ing on environmental and substrate condi- ofunder-flaoParea. mixer.Agitate'for the remainder of the spray tions.The following recommend parameters d One ventilation opening is provided within 3' period on a low setting to prevent frothing. will help ensure optimum foam quality. (0.9 m)of each comer. Y Allow a 5 to 10 second time interval Alva s consult the BioBased Insulation° The insulation is applied in direct contact with ' between passes to allow foam to cure and re- Certified Dealer Twining Manual prior to the underside of the sub floor at a maximum duce the likelihood of blowin the uncured installing any BioBased Insulation®product. thickness of 11.5"(254mm). g d No insulation is applied to the crawlspace walls. foam away from the substrate. A Component a Component ' Drum Temp.. 75 to 85*F 75 to 85T � Foam Kote 50�Qa is applied to the surface of 'It is important that applicator review and urt- p. . Hose derstand the BioBased Insulation'Cem d Dealer po..' (23.9 to 29.4°C) (23.9 to 29.4^C) the foam insulation at a minimum nominal Pro rtioner 105 to 135T thickness of 12 wet mils. Training Manualprior to use or application of Temp. (40.6 to 57.rC) BioBased 501 w°Failure to follow the marnafactur= Pressur e 1200 to 1600 st 6.0 Safety and Handling err recommendedguidelines may cause the warranty (82.7 to 110 bar) Refer to the Material Safe Data Sheet to become null and void Ambient 50°F to 120T �' Temp (1 rC to 49-C) (MSDS)for BioBased 501w0.Storage 7.1 Flushing/Purging Ambient Moisture temperatures for both A and`B'compo- 7.1.1 Chemical blown foams followed 85< °i°Relative Humidity , nents should be between 60*F(I5.6'C) by BioBased 501vO water blown foam: Substrate 50aF to 120aF and 90°F(32.2°C)out of direct sunlight. When usin BioBased 501w*after a chemi- temperature stoat to as°c) g Moisture on Substrate must be dry Conditioned trailers or storage areas may caily blown spray polyurethane foam it is substrate <12%wmC be necessary necessary to flush the entire B-side hoses Wind <12 m.p.h. and gun with a non-water based solvent in velocity <(19.3 km1h) Use adequate ventilation to keep airborne order to achieve maximum foam quality Max serve < p�) particulates below the exposure level.Wear and yield. respiratory protection if material is heated, 8.0 Containers sprayed,or if the exposure limit is exceeded. 7.1.2 Water blown foams followed Shipping weight per set is 1,032 pounds Empty drums should be dry,punctured by BioBased 501W: (468.1 kg).A set BioBased 501vAconsists with a non-sparking tool and sent to a Flushing the B-side hoses and gun with of one(1) 55 gallon(208 L)drum of', qualified drum recycler.Liquid product solvent may not be necessary when switch- componet and one(1)55 gallon(208 L) should be incinerated in a licensed facility ing from one water blown foam system drum of V component. in accordance with local,state and federal to the next,but it is important that any regulations.Do not discharge to water- remaining product from the previous ap- ways or sewer systems or dispose of on lication is completely remove letel p p d and flushed the ground. from applicator guns,lines and pumps by a throughput of BioBased 501w*product In case of Chemical Emergencies: until testsprays indicate that the previous Call CHEMTREC(800)424�9300 or (Collect)(703)527-3887(USA) system has been completely replaced with BioBased 501v0. 7.0 Application Guidelines" While prepping equipment,heating drums 7.2 Effect of Environment and and re-circulating for spray foam applica- Substrate Conditions on Application Lion,agitate the`B'component mildly for The system settings required to achieve 15 to 30 minutes before application using quality foam application will vary depend- ..R TOWN OF B'MR uS i t LE DIV-1 `4 - r , i t � . . t .�fi a O o., _- , .yam^ ,� /y�`'�. ..- .. �.. •. ° � �►:Al�a Mm -Water Vapor Permeabilityl :3.5"(89 mm) F 9.2 perms ASTM E96 5.5"(140 mm) rn 6.1.perms ;� ASTMf96 Air Leakageo 5:5"(140 mm)@ 75 PA_ <0.02 Us ASTM E283 Closed Cell Content 3.00% ASTM D2856 . Core Density(nominal) 0.5 pcf(8 kg/mJ ASTM 01622 'Fungi Resistance Pass ASTM C1338 Dimensional Stability <3:0% ASTM'D2126 Finished Foam Bio-Content 3% ASTM'D6866 Sound Transmission Class(STC) 2 x 4(50.8 mm x;101.8 mm)woodatuds;:1/2".(12.7 mm)gypsum ;- S8,, y ASTM E90 Tensile Strength 3.0 psi(29.7 kPa) ASTM D1623 Surface Burning Characteristics* 4'(101.6 mm) ASTM E84 Flame Spread Index ' S 25 ASTM E84 k Smoke Developed Index 5 450 ASTM E84 Test Method Walls Ceilings Covering i Report Number NFPA 286` 7"(178 mm) M,.116"(292 mm):. �,, 1/2"Gypsum; ? 01A3544.01318 k Foam Kota 50-60a(11.mil We 3184159SAT-001-A2 x oNFPA 286 31841.59SAT-001-B 4159SAT-001-C(AC 377 AppendiXA1.2.2)`. (140m FlameSea 2 NFPA 286 5:5 (146 mm) . 11 6 (292 mm) Foam Kole 50-50a(11.mt1 wet) 31841594AT404 y. (AC 377 Appendix X) i1L 1715 - 3.5"(140 mm) 11.6"(292 mm). Flame Seal TB(30 mil wet). 3184159SAT-003-A (25.4 mm) __ - -- R-3.8 RS1-0.67 ' ASTM C518 3 5"'(88:9 mm) `< Y w' R=`13 "'RSI-2.29 ASTM C518(;.:'. 5 5"(139.7 mm) R-.20 RSI-;3.52 • *** 7.$"(190:5 mm) R=28 RSI-7. 10"(254 mm) y f R-37 RSI 11.5"(292.1 m ) . , .- R-43 m RSI 7:57 i'M" o The International Residential Code defines air impermeable as having less than 0.02 Urn-s at 75 Pa. * This numerical flame spread and all other data presented is not intended to reflect the hazards presented by this or any other material under actual fire conditions. T ASHRAE defines a Class I I I vapor retarder as a material having between 1 and 10 perms. Coating applied to vertical surfaces only. **"Calculated Per ICC AC-377 and FTC Guidelines based on the K Value at 3.5"(88.9 mm). Read This Before You Buy-What You Should KnowAbout R-Values The chart shows the R-value of this insulation.R means resistance to heat flow.The higher the R-value,the greater the insulating power. Compare insulation R-values before you buy.There are other factors to consider.The amount of insulation you need depends mainly on the climate you live in.Also,your fuel savings from insulation will depend upon the climate,the type and size of your house,the amount of insulation already in your house,and your fuel use patterns and family size.If you buy too much insulation,it will cost you more than what you'll save on fuel.To get the marked R-value,it is essential that this insulation be installed properly. Notice:The technical data contained herein is true and accurate to the best knowledge and information available to BioBased Insula- tion®on the date of publication.The technical data is subject to change,however,and the user should contact BioBased Insulation" prior to use or application to verify that the technical data is current In addition,the technical data is provided for your guidance only. Because many factors can affect the processing or application of the product and/or its use,it is the user's responsibility to first test �••� the product to determine its suitability for the user's intended use.The sale and use of this product is subject to all of the terms and /IV S'L!L A T/L7 N conditions set forth in the BioBased InsulatiorP sales order,including the LIMITED WARRANTY,DISCLAIMER OF WARRANTY AND RELEASE,and EXCLUSION OF CONSEQUENTIAL AND OTHER DAMAGES.This technical data does not create an express warranty of any kind.The only warranty applicable to this product is the written,limited express warranty contained in the BioBased Insulation®sales order,which is extended to the purchaser only. BUILD HEALTHY, BUILD SMART. .. WWIt. TaW11111 OF RIN TAB EE �_ I ' ✓ �'a�rtv`` u�z�,�'�� � i� M C �r�.' E._, fig„ �'�,> j �-;�'' ��b �.�y � c��` �, � % � � asa� � " r o , aw aif ` IMES Evaluation Report ESR-1383 Reissued January 1, 2010 This report is subject to re-examination in one year. wwwacc-es.org 1 (800)423-6587 ( (562)699-0543 A Subsidiary of the International Code Council® DIVISION:07—THERMAL AND MOISTURE PROTECTION insulation. The foam plastic insulation is produced in the Section:07210—Building Insulation field at a nominal density of 0.50 pcf (8.0 kg/m3) by combining a polymeric isocyanate component A with a REPORT HOLDER: resin-based component B. The BioBased 501w® spray foam insulation components (A and B) must be stored at BIOBASED INSULATION,LLC temperatures between 60OF(16°C)and 90OF(321C). 1475 WEST CATO SPRINGS ROAD 3.2 Surface Burning Characteristics: FAYETTEVILLE,ARKANSAS 72701 (479)435-0"6 BioBased 501we spray foam insulation has a flame spread www.biobased.net index not exceeding 25 and a smoke-developed index not info(&biobased.net exceeding 450 when tested at a thickness of 6 inches(152 mm) in accordance with ASTM E 84. In attics and crawl EVALUATION SUBJECT: spaces, thicknesses up to 6 inches (152 mm) for wall cavities and 10 inches for the ceiling or roof cavities are BIOBASED 501wo SPRAY FOAM INSULATION recognized based on comparative crawl space fire tests (see Section 4.3). 1.0 EVALUATION SCOPE 3.3 Thermal Resistance(R-values): Compliance with the following codes: The insulation has thermal resistance(R-value), at a mean ■ 2009 International Building Code®(2009 IBC) temperature of 750F(240C),as shown in Table 1. ■ 2009 International Residential Code®(20091RC) 3.4 Air Permeability: ■ 2009 International Energy Conservation Code(2009 BioBased 501we spray foam insulation, at a minimum IECC) thickness of 5.5 inches (140 mm), is considered air- ■ 2006 International Building Code®(2006 IBC) impermeable insulation in accordance with Section R806.4 ■ 2006 International Residential Code®(2006 IRC) of the IRC, based on testing in accordance with ASTM E 283. ■ 2006 International Energy Conservation Code(2006 3.5 Flame Seal TB®Intumescent Coating: IECC) � Properties evaluated: Flame Sear TB, manufactured by Flame Seal Products Inc., is a two-component, four-to-one-by-volume, liquid- Surface burning characteristics- applied, water-based resin intumescent coating. The ■ Thermal resistance coating is supplied in 5-gallon (19 L) pails and 55-gallon (208 L) drums, and has a shelf life of nine months when ■ Physical properties stored in a factory-sealed container at temperatures ■ Attic and crawl space installation between 40OF and 90OF(4°C and 320C). ■ Air permeability 3.6 Foam Kote 50-50A Intumescent Coating: 2.0 USES Foam Kote 50-50A, manufactured by Flame Control BioBased 501we spray foam insulation is used as a Coatings, is a water-based liquid-applied, intumescent nonstructural thermal insulating material in buildings of coating with specific gravity of 1.3. Foam Kote 50-50 A is Type V-B construction (IBC), and dwellings constructed in supplied in 4-gallon (14 L) pails and has a shelf life of six accordance with the IRC: The insulation is for use in wall months when stored in a factory-sealed container at, cavities, floor assemblies or ceiling assemblies, or attics temperatures of 50OF(100C). and crawl spaces when installed in accordance with 4.0 INSTALLATION Section 4.4. Under the IRC, the insulation may be used as air-impermeable insulation in accordance with Section 3.4. 4.1 General: 3.0 DESCRIPTION BioBased 501we spray foam insulation must be installed in accordance with the manufacturer's published installation 3.1 General: instructions and this report. A copy of the manufacturer's BioBased 501w® spray foam insulation is a spray-applied, published installation instructions must be available at all semirigid, low-density,open-cell, polyurethane foam plastic times on the jobsite during installation. ICGES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed 6 as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by]CC Evaluation Service,Inc.,express or implied,as rim. to any finding or other matter in this report,or as to arty product covered by the report. rexin �m Copyright©2010 Page 1 of 3 I TO vVIN OF Bf NI T BSLE �`0' R n l Z i r ESR-1383 1 Most Widely Accepted and Trusted Page 2 of 3 4.2 Application: b. There are no interconnected attic or crawl space BioBased 501vP spray foam insulation must be spray- areas. applied on the jobsite using a volumetric positive c. Air in the attic or crawl space is not circulated to other displacement pump to combine the A and B components at parts of the building. a one-to-one ratio, as specified in the manufacturer's d. Under-floor (crawl space) ventilation is provided in published installation instructions. The insulation can be accordance with IBC Section 1203.3 or IRC Section installed at a minimum per pass thickness of 1 inch (25.4 R408.1,as applicable. mm) and a maximum per pass thickness equal to the ® e. Attic ventilation is provided in accordance .with installed thickness. BioBased 501w spray foam insulation : must not be applied in areas that are exposed to a applicable codes, except when air-impermeable maximum ambient temperature greater than 180OF(820C). insulation is permitted in unvented attics in The spray foam insulation must be applied to substrates accordance with Section R806.4 of the IRC. that are clean, dry and free of frost, ice, loose debris, or f. Combustion air is provided in accordance with IMC contaminates that will interfere with adhesion of the spray Sections 701 and 703. foam insulation. The spray foam insulation must not be 4.4.2.2 Use with Flame Seal TBe Intumescent applied in electrical outlet or junction boxes or in direct Coating: BioBased 501we insulation may be spray-applied contact with water or soil. When an intumescent coating is to the underside of roof sheathing and/or rafters, the applied over the foam plastic,the foam plastic must be dry, vertical surfaces in attics, and the underside of wood floors clean and free of dirt and loose debris that could interfere and/or floor joists in crawl spaces as described in this with the adhesion of the coating. section. The foam plastic insulation thickness must not 4.3 Thermal Barrier: exceed 5.5 inches(140 mm)on vertical surfaces and 11.5 4.3.1 Application with a Prescriptive Thermal Barrier: inches(292 mm)on ceilings.The vertical surfaces must be BioBased 501we spray foam insulation must be separated covered with a minimum thickness of 12 wet mils[(7.3 dry from the interior of the building by an approved thermal mils) 90.19 mm)] of the Flame Sear TB intumescent barrier of/2-inch-thick(12.7 mm) gypsum wallboard or an coating as described in Section 3.5 of this report. Flame equivalent 15-minute thermal barrier complying with, and Seal'TB is applied using an airless sprayer as described installed in accordance with, IBC Section 2603.4, or IRC in Section 4.3.2. The insulation, at a minimum thickness of Section R316.4, as applicable. Thicknesses of up to 7 5.5. inches(140 mm) as described in this section, may be inches (178 mm)for wall cavities and 14 inches (279 mm) installed in unvented attics in accordance with IRC Section for ceiling cavities are recognized, based on room corner, R806.4. fire testing in accordance with NFPA 286. 4.4.2.3 Use with Foam Kote 50-50A Intumescent 4.3.2 Application without a Prescriptive Thermal Coating: BioBased 501we insulation may be spray-applied barrier:The prescriptive 15-minute thermal barrier may be to the underside of roof sheathing and/or rafters, the omitted when installation is in accordance with this section. vertical surfaces in attics, and the underside of wood floors The foam plastic insulation is applied at a maximum and/or floor joists in crawl spaces as described in this thickness of 5.5 inches(140 mm)on walls and 11.5 inches section. The foam plastic insulation thickness must not (292 mm) on ceilings and is coated with Flame Seale TB exceed 5.5 inches(140 mm)on vertical surfaces and 11.5 intumescent coating at a minimum 30 wet mils (0.76 mm) inches(292 mm)on ceilings.The vertical surfaces must be thickness which is equivalent to a minimum rate of 2.08 covered with a minimum thickness of 11 wet mils[(5.7 dry gallons (7.8L) per 100 square feet (9.3 m2). The foam mils) (0.15 mm)] of the Foam Kote 50-50A intumescent plastic must not be shaved and the original skin intact. coating as described in Section 3.6 of this report, and must Flame Seale TB is applied by airless sprayer at ambient be applied over the insulation in accordance with the temperatures between 50OF and 1150F (10°C and 46°C) coating manufacturer's instructions and this report. Foam and relative humidity of less than 70 percent. Kote 50-50A coating is applied by airless sprayer, brush or roller.The coating has a minimum two-hour curing time per 4.4 Attics and Crawl Spaces: coat Surfaces to be coated must be dry,clean,and free of 4.4.1 Application with a Prescriptive Ignition Barrier: dirt, loose debris and any other substances that could When BioBased 501w insulation is installed within attics interfere with adhesion of the coating. The insulation, at a or crawl spaces where entry is made only for service of minimum thickness of 5.5. inches (140 mm) as described utilities, an ignition barrier must be installed in accordance in this section, may be installed in unvented attics in with IBC Section 2603.4.1.6, or IRC Sections R316.4 and accordance with IRC Section R806.4. R316.5, as applicable. The ignition barrier must be 4.4.2.4 Use on Attic Floors: BioBased 501we spray consistent with the requirements for the . type of foam insulation may be installed at a maximum thickness construction required by the applicable code, and must be of 5.5 inches (140 mm) between joists in attic floors. The installed in a manner so that the foam plastic insulation is. insulation must be separated from the interior of the not exposed.The substrates must be dry,dean and free of building by an approved thermal barrier. The ignition dirt and loose debris or other substances that could barrier in accordance with IBC Section 2603.4.1.6 and IRC interfere with the adhesion of the coating.The insulation as Section R316.5.3 may be omitted, however the foam described in this section and with minimum thickness of plastic insulation must be covered by 12 wet mils of Flame 5.5. inches(140 mm)may be installed in unvented attics in Seale TB or 11 wet mils of Foam Kote 50-50A as accordance with IRC Section R806.4. described in Sections 4.4.2.2 and 4.4.2.3, respectively. 4.4.2 Application without a Prescriptive Ignition 5.0 CONDITIONS OF USE Barrier: The BioBased 501we spray foam insulation described in 4.4.2.1 General: When BioBased 501we spray foam this report complies with, or is a suitable alternative to what insulation is installed without a prescriptive ignition barrier is specified in, those codes listed in Section 1.0 of this in attics and crawl spaces in accordance with Sections report,subject to the following conditions: 4.4.2.2, 4.4.2.3 or 4.4.2.3,the following conditions apply: 5.1 The spray-applied foam insulation must be installed in a. Entry to the attic or crawl space is only to service accordance with the manufacturer's published utilities,and no storage is permitted. installation instructions, this report and the applicable VISTAME s 77 _` -_ -' r ESR-11383 1 Most Widely Accepted and Trusted Page 3 of 3 code. If there are any conflicts between the 6.0 EVIDENCE SUBMITTED manufacturer's published installation instructions and 6.1 Data. in accordance with the ICC-ES Acceptance this report,this report governs. Criteria for Spray-applied Foam Plastic Insulation 5.2 The spray foam insulation has been evaluated only (AC377),dated June 2009. for use in Type V-B construction under the IBC, and 6.2 Reports of room corner tests in accordance with UL dwellings constructed in accordance with the IRC. 1715 and NFPA 286. 5.3 Maximum thickness of the insulation must not exceed 6.3 Reports of comparative room corner fire tests in that specified in Sections 3.2, 4.3 and 4.4 of this accordance with Section A1.22 of AC377. report. 6.4 Reports of air leakage tests in accordance with ASTM 5.4 The spray foam insulation must be applied by E 283. installers certified by BioBased Insulation, LLC. 7.0 IDENTIFICATION 5.5 The spray foam insulation must be protected from weather during and after installation. The A and B components for BioBased 501w spray foam insulation must be packaged in 55-gallon (208 L) drums 5.6 A vapor retarder must be installed when required by that identify the manufacturer's name(BioBased Insulation, the applicable code. LLC) and address; the date of manufacture or the lot 5.7 The spray foam insulation must be separated from the number,the product name(BioBased 501we Spray Foam); building interior by an approved 15-minute thermal. the product type (Component A or Component B); the barrier as described in Section 4.3, except when installation instructions; the density; the flame-spread and installation is in attics and crawl spaces as described smoke-developed indices; the thermal-resistance R-values in Section 4.4 of this report. (when applicable);the name of the inspection agency(PRI Construction Materials Technologies LLC); and the 5.8 Jobsite certification and labeling of the insulation must evaluation report number(ESR-1383). comply with IRC Section N1101.4 and IECC Sections Each pail of Flame Seale TB intumescent coating is 303.1.1 and 303.1.2,as applicable. labeled with the manufacturer's name (Flame Seal 5.9 Use of insulation in areas where the possibility of Products Inc.) and address; the product name (Flame termite infestation is very heavy must be in Seale TB);and use instructions. accordance with IBC Section 2603.8 or IRC Section Each pail of 50-50A Foam Kote intumescent coating is R318.4. labeled with the manufacturer's name (Flame Control 5.10 The spray foam insulation components A and B are Coatings, LLC) and address; the product name (50-50A produced in Rogers, Arkansas, and Houston, Texas Foam Kote);and use instructions. under a quality control program with inspections by PRI Construction Materials Technologies, LLC (AA-709). TABLE 1-THERMAL RESISTANCE(R-VALUES) THICKNESS(inches) R-VALUE(°F.ftz.H/Btu) ASTM C 518 Tested Values 1 3.6 3.5 13 4 14 Calculated R-Values' 2 7 3 11 5 18 5.5 19 6 21 7 25 7.5 26 8 28 9 32 10 35 11 38.5 11.5 40 For SI: 1 inch=25.4 mm,1°F.fe.H/Btu=0.176 110°K.m21W. 'Calculated R-values are based on tested k-values at a 4-inch(102 mm)thickness. TOWN OF P r N TA7 L' ,�7' 23 Pt, 2: 37 i a JUN, 9. 2010 11 : 56AM SHEPLEY SHOWCASE NO, 465 P. 1 . - Ato Cardinal FG A Cal any I #FG03 - 05/08 _B ulletin Asymmetrical Glazing Material The CPSC standard requires all asymmetrical glazing materials to be impacted on both sides, of each spedmen and then evaluated under the pass-fail criteria,There is no exceptlon. ANSI Z97.1 requires that, with the exception of mirror glazing, all asymmetrical glass specimens must be Impacted.on bofI4 sides;two on one side and two on the other,With respect to mlrrorglazing products using reinforced or non-relnforced organic adhesive backing,all four specimens must be impacted only on the non-reinforced side"and with no other material applied." . Impact Categories or Level® The CPSC standard has two distinct Impact levels or categories, Category'I and Category 11, and specifies which defined hazardous location must contain Categoy II safety glazing materials and which may use Category I glazing materials.Glazing material successfully passing the Impact test of a 48-Inch drop height,,a 400 foot-pound impact, Is classified as"Category 11" glass. Glazing material passing the 18-inch drop height,a 150 foot-pounds impact,is classified as"Category I"glass, ANSI Z97.1 has adopted three separate impact categories or classes,based upon Impact performance,ANSI Z97,1's Glass A glazing materials ere comparable to the CPSC's Category II glazing materials,passing a 48-Inch drop height test,and Its class B . glazing materials are comparable to,the CPSC's Category I glazing materials,passing the 18-inch drop height test.ANSI Z97.1 also has a product-specific Class'C.impaot test,a 12-Inch drop height test,applicable only for fire-resistant glazing materials. Pass-Fail Impact Criteria The CPSC standard,like the ANSI standard,offers slternative criteria for evaluating whether a test specimen passes the Impact test.The CPSC standard considers the specimen a pass if a 3-inch diameter solid steel ball,weighing 4 Iba„will not pass through the opening when placed.on the horizontal specimen for one second.ANSI also used the 3-inch sphere measure,but does not require the sphere be a steel ball or specify the weight of the 3-inch sphere. It does require the sphere not pass freely through the opening when a force of 4 Ibs,Is applied to the sphere while the specimen is Ina vertical position.There is no time element associated with this alternative; " A second alternative pass-faii criterion under the CPSC standard involves weighing the 10 largest particles selected within five. minutes after the impact test—they must weigh no more than the equivalent weight of 10 square Inches of the original specimen, The ANSI standard has an identical criterion,except it also includes product-specific qualifications applicable solely to selecting the 10 largest particles of tempered glass and offers a formula for determining the weight of 10 square inches of the original specimen, The GPSC standard has no separate pass-fall Impact criteria for the scenario In which the glass specimen separates from the frame after impact and breaks or produces a hole In the glass,.The ANSI standard has a special criterion for that scenario—to . pass,the glass is subjected to the same 3-inch sphere measure or to the weight criterion for the 10 largest particles, The CPSO standard Involves Impact-testing of only a single specimen.of each nominal glass thickness. Accordingly, if that specimen passes, all glass of that type and thickness is deemed to pass. Under the ANSI standard,four specimens of each type,size,and th oknees must be}Impact tested,and if any one of the four specimens falls,there is a failure of that specific type, thickness,and size, Labeling The CPSC standard,with one exceptlon.di require labels on safety glazing materials.Organic coated glass,.tested the environmental durability from one side only,must be labeled,according to the CPSC standard;it must have a permanent label;. on the coating stating;"Glaze This Side In,"and must contain a"message"remaining on the glass until installation stating,"Sep; Permanent Label for Important Mounting Instruction." The CPSC statute,15 U.S.C.§2063,requires the safety glazing manufacturer to Issue a certificate of:,compliance,certifying its glass conforms to the requiremants'of the 16 CFR 1201,either Category I or Category IL The CPSC stsndard permits(but does not require)this certification of compliance to take the form of a permanent label on the glass as long as the!label contains all th'6- statutorily mandated certification information:that Is, It must specify"16 CFR 1201 Cat. I or II,"the name'of the manufacturer. and,the date and place of manufacture,(if the fabricator or manufacturer elects not to Inscribe this certification information ono label applied to the safety glazing materials, the manufacturer must include this information on a separa4 paper or do umenty? x accompanying the glass when shipped from the fabricator to the glass distributor or retailer.) t Bulletin#FG03 05/08 Page 4 of 6 , a �f JUN. 9. 2010 11 : 57AM SHEPLEY SHOWCASE NO, 465 P, 2 ` SHEPLEY WOOD PRODUCTS 216 Thornton Drive Hyannis, Massachusetts 02601 Telephone 508-862-6200 Fax 508-862-6012 �. www.sheplaywood.com REPRINT Page: 1 of 3 INVOICE_ Invoice# 11829208 RECEIVED IN GOOD CONDITION,SUBJECT TO THE TERMS BELOW BY: Driver. T 413 Ordered: 09/28/09 X shipped: 12/03/09 Checker Entered By: Tammy Bearse-Sant TBS Ordered By: WOlgtii 1;00156�768 popshM Sold To: DANIEL M LEWIS ship To D/W- S MAIN ST 269 332 WHITNEY STREET OWN.HOME - ' NORTHBOROUGH, MA 01532 MP 14 GRID K-9 CENTORVILLE, MA Customer : LEW DAN 00002 Customer PO: Ship Via: BOX Truck E 45 RICE T r a ! PLEASE DELIVER.12/3 1 ST AM THANK YOUI(MH1 2:2312/1); EV#632825 Eagle Windows& Doors+. Colony White Frame&Cinnamon Toast Sash&Panels Exterior t I +Glacier White Base Coat Nail Holes Not Filled 1 I _ Insulated Harbormaster ..,.. Low E 4 w/Argon 5/8" Modern Divided Lite with Spacer Bar j Black Window Hardware f Oil Rubbed Bronze Door Hardware i I ! White Jambliners No Screens "If half screens are ordered later -screen channels will need to be installed by others"" 5 7/16"Jamb Depth unless noted A-Upper Sash.from a 4'=9"unit 6.001 6.00 EA !Tnso00000686706 l CDH 2665 out 4/1 -specail ratio ! L. R.O.2'-61/2"x 5 1/2" L A-.Tempered, Upper Sash from a 4-9" unt 2.001, 0 000086701 'CH 2655 cut 4/4I ,special ratio 21.6 t! I l i '1{� at ;s ( ls ass '1; .• E,,,s a>.. .•: a.•, fit;, �,•,• ,,a I E ' 1 , * CONTINUED ON NEXT PAGE 2 ,_ Delivery Copy •� :IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII , 0 1 F R. .0 P 0 0 0 LT H 0, 2 1 JUN. 9. 2010 11 : 57AM SHEPLEY SHOWCASE NO, 465 P. 3 SHEPLEY WOOD PRODUCTS 216 Thornton Drive Hyannis, Massachusetts 02601 ' Telephone 508-862.6200 Fax 608-862-6012 www.shepleywood.com REPRINT Page: 2 of 3 INVOiCE Invoice# 11829208 RECEIVED IN GOOD CONDITION,SUBJECT TO THE TERMS BELOW BY: D&er T 413 Ordered: 09/28/09 x Shipped; 12/03/09 Cfieck®r Entered By: Tammy Bearee-Sant TBs Ordered By; _ Weight 1:001567769 pop&MS sold'ro; DANIEL M LEWIS ship To. D/W - S MAIN ST 269 332 WHITNEY STREET OWN HOME - NORTHBOROUGH, MA 01532 MP 14 GRID K-9 CENTERVILLE, MA customer 0; LEWDAN 00002 Customer PO: Ship via: Box Truck I D. w ITEMIt DESCRIPn RICE I U 11.00; 11.00 EA ITBs00000OD96708 CDH 2649 out 4/1 , R,0.2'-61/2"x4'-9 1/2° B•Tempered 1.00 I 1.00 EA I !TB30000000S6709 CDH 2649 cut 4/1 Tempered R.O,2'-6 1/2"x 4'-81/2 C-Special Size Width I I 5.00 5.00 EA .!TBs0000000a6711 CAWN 1819 cut 2W2H i R.O. 1'-81/2"x 1'-9 1/2" I I 5.00 5,00 EA I aBsocw000ms08 I Black Awning Hardware Above placed on P00239193 -EAGWIN D-Special Size Width 1.00 1.00 EA 1 `!TBsoo0o0o0967Ia I CDH 2240 cut 4/1 2'-2 1/2"x 4'-6,1/2" i E Left(See Shop Drawing) iTBs000000oe6 1.00 1.00 EA ` 716 . I CC'M 2040 LH cut 4/1 w/1 1/2 Sim check I , i rail R.O.2'-0 1/2"x 4'-0;1/2''' 1.00 1.00 EA ITas0000000sesio Black Casment Hardware Above placed on 130#239193 EAGWIN E- Right(See Shop Drawing) 1.00 1.00 EA !ITesao0000086717 CCM 2040 RH cut 4/1 w/1 1/2"simulated I , check rail R,O.T-0 1/2"x 4'-01/2° 1.00 1.00 EA I!TBSOOO1oo0088510 Black Casment Hardware Above placed on PO#239183 • EAGWIN 1,00 1..00 EA i ITa50000000s6711 CAWN 30.18 out 3W1 H i r, i R.O.3'-0 "x 1'-81/2° �. 1.00 `00 l9 i i t, n. tb is, at 7 t, T&&q �'�1S6sSltb ' tE�lbk Ava���ng Hlti 'Above plgp,�d!on,P� ;F'AGWIIV ** CONTINUED ON NEXT PAGE ** 2 - Delivery copy - I IIIIII IIIII`IIIIII:IIIIII III��Illll III IIIII IIIII IIIII IIII III�NI IIIII IIIIIII II IIIIII IIII IIII r* 0 1. F R 0 P 0 0 2 2 V 1 8 M V 7 w JUN. 9. 2010 11 : 57AM SHEPLEY SHOWCASE '' f NO. 465 P. 4 SHEPLEY WOOD PRODUCTS , 216 Thornton Drive Hyannis, Massachusetts 02601 Telephone 508-862-6200 Fax 5086-862--6012 www.shepleywood.com REPRINT Page; 3 of 3 I NV Invoice # 11829208 RECEIVED IN GOOD CONDITION,SUBJECT TO THE TERMS BELOW BY: Driver 1 413 Ordered: 09/28/09 X Shipped: 12/03/09 Checker : Entered By: Tammy Rearse-Sant TBS Ordered Byr wel�m . 1:001567769 Sold To: DANIEL M LEWIS .I 1)DPDVSS Ship To: D/W - S MAIN ST 2t3g 332 WHITNEY STREET OWN HOME NORTHBOROUGH, MA 01532 MP 14 GRID K-9. . CENTERVILLEE, MA Customer#: LEWDAN 00002 Customer Po: ship Via: Box.TruCk E O R E !H-7 7/16"Jambs 3.001 3.00 EA ITELS000000086719` CDH 2646 out 4/1 7 7/16"Jambs R.O.2'-61/2"x 4'•61/2". i Door 1 -Viewed from Exterlor Left Panel-slides right . 1.00 I 1,00 EA ,!TBS0000000ea120 CFRSS 60610 XO out 3/1 transom cut - L- R.O.6'-01/4"x 6'-10 1/2" I 1.00 I 1.00 EA 1 I ITBso0oo000867aa 37546 ORB/ORB Comp CLas Hdl I. set-square.,- 1.00 1.00 EA I ITBSOGO0000ee723 80735 ORB Patio Door As Footbolt OII Rubbed BRonze 320.00 I 320.00 EA I I iTBs0000000e672a 67496- 12" Installation Strap'Qly 4 stl Pleas®note On impact products framer may want.to increse the noted j R.O.on the width &height by an { iadditional 1/4"for strap anchor' thickness: i Co#456157 - 1 I• Delivery Instructions MP.14 GRID K-9. N �. SALES TOTAL ' RT28 TO LEFT ON OLD STAGE FID„CONT TO RIGHT @ LIGHT ONTO S MAIN ST 4I8C+FRQT TBS 09/28/09 CONDITIONS OF SALE, SALES TAX Stock items returned In original condition within 86 days of purchase are subject to a minimum handling charge of 16%and must be accompanied TOTAL; by a copy of this bill.Non-stock items may not be returned without special approval.Claims of shortage,damage or unsatisfactory condition must be Balance Due made within 48 hours. .2 Delivery Copy IIIIII IIINI IIIIII IIIIII III IIIIINI III IIIII IIINI IIIII IIIII 111111 IN 11111111111111111111111110. :. 1 F R 0 P 0 0 3 3 4H ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: 9AN 11r-_L Lkwt S Site.Address: '20U%9 114411.1 "W print Town: Applicant Phone: Sbpj Z . Applicant Signature: Date of Application: �O o NEW CONSTRUCTION: choose ONE of the following two o tions 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Basement Slab Option 1: Fenestration exposed Wall Floor Perimeter Wall AFUE HSPF SEER U-factor floors R-Value R-Value R-Value R-Value R-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of 3 5 R-3 8 R-19 R-19 R-10 4 ft. 1987 as amended,minimums or greater 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) REScheck-Web which can be accessed at http://www.energycodes.gov/rescheck/ . ADDITIONSOR ALTERATIONS.TO EXISTING BUILDINGS.OVER.5 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 - _ % of glazing (b) Glazing area equals SF b a If glazing is<40% use the chart below. If glazing is > 40.% roceed 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 U-factor Exposed floors R-Value R-value R-Value R-Value R-Value and Depth .39 R-37 a R-13 R-19 R-10 R-10, 4 feet a R-30 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 Consumer Information Form (found in Appendix 120T) The Comtrionweal'th of Massachuseds Department oflndustrialAccidents Office of Investigations • d ' . 600 Washington Street Boston,MA 02111' www.mass.gov/dia ' Workers*Compensation Insu nnce Affidavit: Builders/Contractors/Electricians/Plumbers _Applicant Information .Please,Print Le[zibly Nellie(Business(Organization[hdividuel): , VA14 if L;6 14.45 •Ad.dress: City/State/Zip:�a��y�'nOU(aN Mh Off?'Phone.#: 2 Are you an emiployerl Check the appropriate box: .Type of project(required).-. 1:E] I am a employer with d• ❑ r am a general co>ttraotor and I * have hired the sub-contractors 6. L�1`+ew construction . employees(full and/or part-time), Remodeling 2:❑ I am a'sole proprietor or partner- listed.on the'attachad sheet. 7• •❑ g • ship and have no employees These sub-contractors have g, ❑Demolition: ee d ha e orkers e 10 an Y w working for me in any capacity, y 9. ❑Building addition [No.workers' comp,insurance comp,insurance,$' 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions quired.] officers have exercised their 11.❑Plumbing repairs or additions 3. I am a homeowner doing t 11•work myself.[No workers'comp. right of exemption per MGL 12.El Roof repairs insurance.required.]t C. 152, §1(4), and we have no 13.❑ Other ' employees, [No workers' y comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowoers,who'subrnit this affidavit indicating they are doing all work and then hire outside conk-actors must submit anew affidavit indicating such. . tContraetors that check thisbox must attached an additional sheet showing the name of the Sub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,thaymust providb their workers'comp.pofldy number. ,r atn an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site' information. Insurance CompanyNMne: Policy#or Self-ins.Lic,P Expiration Date: rob Site Address: City/StateJZip: Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure coverage U required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of s 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 thq violator. Be advised that a copy of thin statement maybe forwarded to toe-Office of investigations of the IDIA for fi 3suragoe coverage verification, ' I do hereby ce under th sins and penalties of perjury that the information provlded ahm is true and correct. Si afore: Date: Phone# )U(7 ' •10�Z ' T�770 OfftcPal use only. Da not write in this area, to be completed by,clay or town officlaL. City or Town: ' Permit/License# Issuing Authority(Arcle one); .1.Board of Health 2.Building Department 3, City/Town Clerk 4.ElectricaI Inspector 5,Plumbing Inspector 6. Other Contact Person: Phone#: GENERAL NOTES AND MATERIAL SPECIFICATIONS• i FOUNDATIONS f 1. All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength, fc=1000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min. 5/8"diameter, 12" long,w/2-1/2"hook spaced_3 2."o/c,or in concrete piers w/ Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. Structural Design Loads: - Dead Loads:Actual Weight of Building;Components Live Loads:Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf 1 Living Floor=40 psf i Sleeping Floor=30 psf; Decks and Balconies=60 psf! Wind Load : Criteria used for 1 10 MPH Exposure B,unless noted otherwise 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. - b. Welds: Shop weld cap and base plates',to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders.1 c. Deflection Criteria: L/360 total load deflection. 4.Timber Framine: 1 a. All new timber framing: Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b.Pressure treated timber(P.T.):Southern.Pine with Fb=1300 psi,E=1,600,000 psi,or better. c. Laminated Veneer Lumber:All L.V.L. 'shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc�er=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi, Fc per=750 psi, Fc_par-2900 psi. Note that Microllam and Parallam may be•used interchangeably. 1. Deflection Criteria: L/480 Live Load,U360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 1.6"o/c; Rafter to Ridge Plate: Collar ties min'!. I x6@ 48"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H215A c. Band Joist: Simpson straps at 48"o/e: CS-14R-50.5"centered at band joist 6. Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise. Bolt holes in:wood shall be 1/32" larger than bolt diameter.Bolt headsand nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job: 7.Blockine:: a.Blocking shall be solid blocking,2x minimum,and full depth of member. b. StudWallsi.provide blocking at 8'-0"fo/c,maximum height. Comers to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building comers. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-10d toenails ea.end,or 2-16d end-nails ea.End d. New Framine:Provide.2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all a of►�aSsq�y plywood edges to this blocking 8.Nailing.Schedule: All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. CVy)1` 4 �1 Multiple Studs 16d @112"staggered o Ido.3477 l TB I a.All nails shall be cornmon wire nails. SUCT�p A b. Sub=bore where;nails tend to split wood. Fo 9. Headers less than 4'-0",use 2=2x6;all others per MA State Building Code Table 5502.5(1)and(2). MICHELE CUM P. Consulting Structural Enn;r+eer 123 Cottonwood Lone, Centerville, Massachusetts 02632 i ;?&I s-�. Drawn By: M� Date: zoo Drawing Scale: AS NOTED Rev. p G+;, n�l�,,.,e► Mfg _ S K File Nome: Project No.: ?°�2 i i n t 780 CMR: STATE BOARD OF BUILDIlV G REGULATIONS AND STANDARDS 2.1vg0,r { ,�1 ST APPENDICESL04jW_V1(Li5 /I Loadbearing Wall Connections' S'9(�5 1 o Fc Later lot.. Lateral no.of 16d comm on non nails) ......... (Tables?) . ........ . .... 2 _ Non-Loadbearing Wall Connections -- Lateral(no.of 16d common nails) ......... (Table 8) :. ....... . . . . . _2 _ Load Bearing Wall Openings(record largest opening but check all openings for complian a to Table 9) Header Spans .. ..... ... 1 Sill Plate Spans (Table 9) • '"' " . " . . Full Hei ht Studs . .... .. '' '' (Table 9) .. . . . . .. . . . ... 2 ft in. g ( ,no.of studs) .........(. (Table 9) .. '2— Non-Load Bearing Wall Openings(record largest opening but check all openings f r complian e to c Table 9) Header Spans...... .. . .......... ... .. . ..] (Table 9),.. .. .. ... . . . . . .openings D in. s 12' . Sill Plate Spans.... . . ... .... .. .. .. ... . .. (Table 9) — ft m s 12"Full Height Studs(no.of studs) .. .:..:.... (Table 9) —" Z Exterior Wall Sheathingto Resist Uand Shear Simultaneously` Minimum Building Dimension W , Nominal Height of TallestlOpenmg' ... ... `� SheathingT Type .. . .. . . . . . ... . . .. ..... (note 4 — Edge Nail Spacing .. . ..1. . ). . .. . .. . . .. . . . VVS P Field Nail Spacing . • ' '' '••. (Table 10 or note 4 if less) . . in. ..... ..... ... (Tablel0).... . Shear Connection(no.of 16d common nails)(Table 10 Percent Full-Height Sheathling t (Table 10). .0 22 . .. _ 5%Additional Sheathing f all with Opening>6'8"Design Concepts) Maximum Building Dimension]L Nominal Height of Tallest O nin t (0l6 s Edge Nail Spacing (note 4) Sheathing Type ... ... t YP g P g (Table 1 1 or note 4 if less) in. Field Nail Spacing (Table 1 1). Shear Connection(no.of I6d common nails)(Table I 1 U, . m. Percent Full-Height Sheathing .. .. (Table H .�Z .,. 5%Additional Sheathing for Wall with Opening>6 8"(Design Conce is % _ Wall Cladding P )• . .••• . Rated for Wind Speed? 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang.. .......... ..:•.., ..... (Figure 19) ...... ft s smaller of 2' or U3 Truss or Rafter Connections at Loadbearing Walls — Proprietary Connectors Uplift ............... . ........ . ,(Table 12).. ...... �M.(��et�l Lateral _ p (Table 12 s Shear.. ......... . .... ... .. � Ridge Strap Connections,if collazl ' no, se er page 21(Table 13 .. 1�_P Gable Rake 0utlooker P g ( )''''•••••••.! T=— . (Figure 20) ...,•, L ft s smaller of To,U2 Truss or Rafter Connections at Non-Loadbearing Walls J" Proprietary Connectors 1r�� Uplift t L on'na U lb. C.5 -� '$a sa ... .. .... (Table 14)........ Lateral(no.of 16d commonnails) .. ...(Table 14 — Roof Sheathing Type ... 1 )'''' ''' • •••• ••. • L= — lb. (per 780 CMR 58.00 and 59. 0).. :..... _Roof Sheathing Thickness 7 Ib in. 2 7/1''WSP Roof Sheathing Fastening — 1 . (Table 2 t - Notes: �d ..(o. . .� _ I. This checklist shall be met to tts'L entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR 5301.2.I.1 Item 1.If the checklist is met in its entirety then the'following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure I4 d. All Straps per Figure 17 e. Comet:Stud Hold Downs per Figure 18a and Figure 18b 2. Exception.Opening heights of up to 8 ft.shall be �N of requirements shown in Tables 10 and 11.1petmttted when 5%is added to the percent full-height sheathi bo«o..,srrr pracc fn exterior watls!shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and Ii and locationofwallsheathingandBuildingAspectRatio,determinePercentFull-H �U p�ICI;ELE \til ' Sheathing and Nail Spacingr I. CUDILO equtrements Mo.34774 STRUCTURAL I :j. T (/ RFGrSTF�!4�/r 12/28/07 (Effective 1/I/08) i 780 CMR-Seventh Edition / D712, ' 1055 REScheck Software Version 4.3.0 Compliance Certificate C Project Title: Lewis Residence Energy Code: 2006 IECC Location: Centerville(Barnstable),Massachusetts Construction Type:_ Single Family Building Orientation: Bldg.faces 315 deg.from North Conditioned Floor Area: 1712 ft2 Glazing Area Percentage: 19% Heating Degree Days: 6137 Climate Zone: 5 M1 Construction Site: Owner/Agent: Designer/Contractor, 269 South Main Street Daniel Lewis Daniel Lewis,AIA Centerville,MA 02632 Architect ' 332 Whitney Street Northborough,MA 01532 } 508-612-8771 danlewis@charter.net " Compliance:1.4%Better Than Code gywi Ceiling 1:Cathedral Ceiling(no attic) 1200 33.0 0.0 37 Wall 1:Wood Frame, 16"o.c. 463 13.0 4.0 25 Orientation:Front a Window 1:Wood Frame:Double Pane with Low-E 90 -0.400 36 ' SHGC:0.47 ; Orientation:Front Wall 2;Wood Frame,16"o.c. 408 13.0 4.0 23 Orientation:Right Side, T. Window 2:Wood Frame:Double;Pane with Low-E 52 0.400 . 21' SHGC:0.47 Orientation::Right Side Door 1:Solid 20" 0.500 10 Orientation:Right Side , Wall 3:Wood Frame,16"o.c. A 588. 13.0 4.0 '28 Orientation:Back ' p s - Window 3:Wood Frame:Double Pane with'Low-E 148 " .0 400 59 SHGC:0.47 # Orientation:Back Door 2:Solid 20 0.500 10`+ _ Orientation:Back Wall 4:Wood Frame, 16"o.c. 410 13.0 4.0 - 25 Orientation:Left Side Window 4:Wood Frame:Double Pane with_Low-E _ 32 - `•0.400 .13 SHGC:0.47 , Orientation:Left Side Basement Wall 1:Solid Concrete or Masonry - 200 10.0 -4.0 52 Orientation:Front c Wall height:-7.5' Depth below grade:3.0':..„. . Insulation depth:3.0'_ Basement Wall 2:Solid"Concrete or Masonry f 132 10.0 4.0 8f Orientation:Right Side Wall height:5.5' Project Title: Lewis Residence Report date: 06/09/10 Data filename:C:\Users\Daniel Lewis\Documents\Architecture\2009\Centerville\40 foot revised.rck Page 1 of 2 J Depth below grade:4.0' Insulation depth:5.5' Basement Wall 3:Solid Concrete or Masonry 300 10.0 4.0 19 Orientation:Back Wall height:7.5' Depth below grade:2.0' Insulation depth:7.5' Window 5:Wood Frame:Double Pane with Low-E 30 0.400' 12 SHGC:0.47 Orientation:Back Basement Wall 4:Solid Concrete or Masonry 132 10.0 4.0 8 Orientation:Left Side Wall height:5.5' Depth below grade:4.0' Insulation depth:5;5' Furnace 1:Forced Hot Air 95 AFUE .Air Conditioner 1:Electric Central Air,16 SEER } 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 2006 IECC requirements in' REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date . L J , .. _ •- .mow .. _. a . Project Title: Lewis Residence Report date: 06/09/10 Data filename:C:\Users\Daniel Lewis\Documents\Architecture\2009\Centerville\40 foot revised.rck Page 2 of 2 r _ i A IVC Guide to ff ood C'onso•ttclion in High I 'iud Areas: 110 mph 11'iurl Zotte Massachusetts Checklist for-Compliance (780CNIR 5.3111.2.1.1)' . o , zi ' FNAMINQ MEMBERS WK 7 - ' STAGGERED S• ~� NAIL PATTERN � PANEL PANE_EDGE DOUBLE NAIL EDGE SPAC14G DETAL Detail Vertical and Horizontal Nailing for Panel Attachment A IV(' Gttide to Wood Construction in High Wind Arens: l/0 tnph Wind Zotte Massachusetts Checklist for Compliance 17g0 CMR 5301.2.1.1)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16'and be installed as follows: L Panels shall be installed with strength axis parallel to.studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story..construction, panels shall be attached.to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper.double top plate.and to band joist at bottom of panel. Upper.attachment of lower panet,shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a:double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -wu*_Tnrs EME rEsra ON Pru na USE as►ALS ^ ATBba ' /1 11 11 11 1 11 11 11 I 11 11 11 11 N FI 11 11 . q, O A Yi 6 OQ 11 .11 1 II 11 /1 11 11 11 11 li II Id 1 11 11 1 11 11 W 11 11 /1 11 NAL SPAf.P1G1 t 1 See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment Town of Barnstable op SNE Tp� ` o Regulatory Services y � sAxNsr+sLs Thomas F. Geiler,Director y MASS& �a 16JS7. A,� Building Division rFoy Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 wwwAown.barnstable.ma.us Office: 508-862-4038 Fax: 508=790-6230 . HOMEOWNER LICENSE EXEMPTION cc q q Please Print DATE: JOB LOCATION:- 1�� ��✓I H �M ���cy� //` /�" 7��J�j� number/ I. street village "HOMEOWNER": ri IV iL brey 15 Yoe ; /C32/' 2,260 j (O�Z -6 77 name home phone# work phone# CURRENT MAILING ADDRESS: 3 2� 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 inspection pr cedures and requirements and that he/she will comply with said procedures and req em 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 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 forrr✓certification for use in your community. (1'fnrme•h�m�n�•vmnt j j �oFYHe rti Town of Barnstable Regulatory Services t vn" MAB& Thomas F. Geiler,Director Fo;9,.ca 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 a ,e Property Owner Must Complete and Sign This Section If Us in>? A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to wok authorized by this building permit application for: (Address of Job) Signature of Owner Date Print Name If Proert�Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. !1•IIlD�•fC•(113f1:IFDPFRMCCCI(lN __.:... _. .�..:...�r...o _.... 5OOK4%5PAUE 030 15451 QUITCLAIM DSSD We, OCTAVIUS A. ORBB and ELEANOR C. ORBS, Trustees of 0. F. Realty Trust, under a Declaration of Trust dated January 28, 1986, and recorded with the Barnstable County Registry of Deeds in Book 4923, Page 23, both of 241 Mountain Road, Ridgewood, New Jersey 07450, for consideration of ONE DOLLAR ($1.00) paid, grant to OCTAVIUS A. ORBS and ELEANOR C. ORBB, husband and _ wife as tenants by the entirety, of 241 Mountain Road, I Ridgewood, New Jersey 07450, with QUITCLAIM COVENANTS, The land, together with the buildings thereon situated in Barnstable (Centerville), Barnstable County, Massachusetts, and more particularly shown as LOT B2 on a plan of land entitled,. "Plan of Land in Centerville, Barnstable, . Mass. for Laurence W. Bearse Date: June 13, 1983 Revised: August. 12, 1983 Scale 1 in.= 40 ft. Eldredge Engineering Co. , Inc. Reg. Civil Engineers & Surveyors, 712 Main Street, Hyannis, Mass.", which said plan is duly recorded with Barnstable County Registry of Deeds in Plan Book 406, Page 42. For title, see deed recorded with said Deeds in Book 4923, iPage 27. / EXECUTED on this day of March, 1986. 0. F. �REALTY TRUST By Octavius A. Or- Trustee . C (a bu Eleanor C. Orbe, Trustee STATE OF NEW JERSEY Bergen, Be: March 1986 Then personally appeared the. above-named Octavius A. Orbe and Eleanor C. Orbe, Trustees as aforesaid, and acknowledged the foregoing instrument to be their free and deed as said Trustees, before me NotaryO ►.MA - _ A Notary ha6Fc a ^l¢w. (O r, My commission expires: MYCotmnlaofuuoxpira (kb 19 .. APN!� BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST [CORL[0 MAR 17 86 JOHN F.MEADE,REGISTER Affidavit of Substantial Financial Interest 1, VANII� LIEwtS of Nor-Tli h;-.,leoy6H09 AA+ , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map2. Parcel Z The address of the property is2,69 Soul'R M4oy G L7 !/ ,lrz 2. 1 have b % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 .above. 3. Within in the last twelve months from today's date, which is J UL Zoa , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address ck:�,T4V105 494P f45Yc:VL. d/AE 21-1 Jai bu H�.41A-' O 4. Within the last twelve months, from today's date; which is JyL7 ]IjWal, I have had a 1% or greater'legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted O building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the.last ten days, I have submitted O building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted O building permit applications for property in which I have a 1% legal or equitable interest. B. Within.this month, I have received 0 building permits for property in which I have a. 1% legal or equitable interest. Signed underthe pains and penalties of p ay,of UL , 2001. 2001-0050/affin 1 Liberty The Ohio Casualty'Insurance Company Mutual® 9450 Seward Road,Fairfield,Ohio 45014 Bond# 5056779 BOND KNOW ALL MEN BY THESE PRESENTS: That we Daniel Lewis 332 Whitney Street Northborough MA 01532 Street Address City State ZIP Code (Full Name Itop linel and Address[bottom linel of Principal) (hereinafter called the Principal) as Principal, and The Ohio Casualty Insurance Company with principal offices at Hamilton, Ohio(hereinafter called the Surety)as Surety,are held and firmly bound unto Town of Barnstable,Building Department 200 Main Street Hyannis MA 02601 Street Address City State ZIP Code (Full Name[top linel and Address{bottom linel of Obligee) (hereinafter called the Obligee),in the penal sum of Three Hundred sev.enty-six (Dollars)$ 376.00 for the payment.of which well and truly to made, we do hereby bind ourselves, our heirs. executors, administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has made or is about to make application to the Obligee for a Permit for General Contracting at 269 South Main Street,Centerville, MA 02632 for a term beginning on July 14,2009 and ending on* . July 14,2010 (*strike out if license or permit is for an indefinite term) NOW,THEREFORE,if the Principal shall indemnify the Obligee against any loss directly arising by reason of failure of said Principal to comply with the laws or ordinances under which said license or permit is granted,or any lawful rules or regulations.pertaining thereto, then this obligation shall be void;otherwise to remain in full force and effect. PROVIDED,HOWEVER,AND UPON THE FOLLOWING EXPRESS CONDITIONS:. 1. This bond shall be and remain in full force during the term of said license or permit unless canceled in accordance with paragraph 2 below; but if said license or permit was issued for a specific term, and is renewed for one or more specific terms, this bond will be extended to cover such additional term(s) upon the execution by the Surety of a Continuation Certificate, provided such certificate is acceptable to.the Obligee. In no event , however, shall the liability of the Surety be cumulative from year to year or from period to period,nor exceed the penal sum written in this first paragraph of this bond. 2. The Surety shall have the right to terminate its liability by notifying the Obligee in writing ten(10)days in advance of its intention to do so. ,. SIGNED,SEALED AND DATED _J f 0 p Daniel Le ' If 00 By: Principal The Ohio asualtyYMn trance Company. By: may_ y Attorney-in-Fact S-3853 License or Permit Bond (Unnumbered) - , Liberty The Ohio Casualty Insurance Company APPLICATION FOR LICENSE,PERMIT, MUtUdI. OR MISCELLANEOUS BOND Agency DOWLING&O'NEIL INSURANCE AGENCY City Hyannis state Massachusetts 1. Name of Applicant Daniel Lewis Address 332 Whitney Street Northborough MA 01532 2. Amount of Bond$ 376.00 Effective Date July 14,2009 3.. To whom Payable Town of Barnstable, Building Department Address 200 Main Street Hyannis MA 02601 4. Description of Bond General Contracting at 269 South Main Street,Centerville, MA 02632 5. If this a License Bond,Date License Expires If a Special Bond Form is Required,Attach Bond Form IF BOND IS OVER$5,000 OR IS A FINANCIAL GUARANTEE THE FOLLOWING SECTION MUST BE COMPLETED (Financial Guarantees Are Livestock Dealers Bonds,Tax Bonds,Etc.) 6. If applicant is a co-partnership,give names and address of partners: 7. If a corporation,in what state incorporated? Date of incorporation 8. Character of business Federal I.D.No. 9. Have you applied to any other surety company for this bond? If so,give full particulars 10, If you have furnished a similar bond heretofore,why is new bond desired? 11. Have you ever been bankrupt or insolvent? 12. Have you ever compromised with your creditors? 13. References.(Bankers and Merchants preferred): NAME OCCUPATION POST OFFICE ADDRESS The applicant and indemnitor(s),if any,agree to pay the Company's usual premium_for this bond,in advance,and the same amount annually thereafter,in advance,so long as the bond,or any new bond,or any renewal thereof,or substitute therefor,shall continue in force,and until there shall have been furnished to the Surety competent,written,legal evidence of its discharge and release from any and all liability upon said bond. S-I 1 1 Paged of t I Asa basis for consideration of this application please complete in detail the following financial statement,specifying as of what date the statement is made: ASSETS LIABILITIES Cash on hand(not in bank) $ Accounts Payable(due in 30 to 60 days) $ Cash in following banks: Accounts Payable,past due $ $ When due Loans from Banks: $ How Secured Government Bonds $ Notes Payable(not to banks): Other securities(market value): When due How Secured $ $ Accounts Receivable due in 30 to 60 days $ Chattel Mortgages(describe): Accounts Receivable,past due $ $ Notes Receivable $ $ .Merchandise on hand $ Mortgages on Real Estate. Real Estate in MY name: I $ Description and location 2 $ I. $ 3 $ 2. .$ 3 $ Other Liabilities(describe) Other Assets(describe): Capital Stock paid in(if a corporation) $ $ Surplus or Net Worth $ TOTAL ASSETS $ TOTAL LIABILITIES $ The undersigned applicant(and indemnitors,if any)hereby request The Ohio Casualty Insurance Company or West American Insurance Company or American Fire and Casualty Company(hereinafter referred to as the Company)to become surety for,and famish such bond or bonds as may now or hereafter be required by or on behalf of the undersigned applicant(the indemnitors,if any,warranting that they have a substantial,material and beneficial interest in the affairs of the applicant and in the transactions in connection with which such bond(s)are required). The undersigned applicant(and indemnitors,if any)hereby certify that the statements made in the foregoing application,including the financial statement,are true and are made for the purpose of inducing the Company to execute such bond(s),and the undersigned applicant(and indemnitors,if any),in consideration of the Company executing such bond(s),and for value received,do hereby jointly and severally convenant and agree: (a)to indemnify and save the Company harmless from and against all liability,.claims,losses,costs,damages,suits,charges and expenses of whatsoever kind and nature, including reasonable attorneys fees,which the Company shall at any time sustain or incur,for or by reason or in consequence of the Company having become surety on any such bond(s)or any modification,renewal or continuation thereof;or new bond(s)substituted therefor. (b)to procure,at the request of the Company,the release and discharge of the Company from any further liability under said bond(s),and should the undersigned fail or refuse to do so,the Company shall have the right to proceed in any manner it may see fit to secure or attempt to secure its discharge,and the undersigned applicant(and indemnitors,if any)waive any and all claims against the Company for damages growing out of such proceedings and agree to reimburse the Company for all expenses, including reasonable attorneys fees,which the Company may incur. DATED: Applicant Daniel Lewis Witness(or Attest): By: Indemnitor Indemnitor NOTE: If Applicant or Indemnitor is a corporation,corporate name must be signed in full,with the officers name,and title on the line below,and the seal of the corporation affixed,properly attested. If a co-partnership,firm name must be signed and each member of Finn must sign individually. S-111 Page 2 of 2 Principal: Daniel Lewis POWER OF ATTORNEY POA"Number: 40-463 THE OHIO CASUALTY INSURANCE COMPANY Obligee: Town of Barnstable,Building Department WEST AMERICAN INSURANCE COMPANY Bond Number: 5056779 Know All Men by These Presents:THE OHIO CASUALTY INSURANCE COMPANY,an Ohio Corporation,and WEST AMERICAN INSURANCE COMPANY,an Indiana Corporation pursuant to the authority granted by Article III, Section 9 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company and West American Insurance Company do hereby nominate,constitute and appoint: Mark McCartin,Robert W.Miller,Kelly C.Bolton or Martha A.Kenney of Hyannis,Mas sachusetts its true and lawful agent (s) and attorney (s)-in-fact, to make,.execute, seal and deliver for and on its behalf as surety, and as its act and deed any and all BONDS, UNDERTAKINGS, and RECOGNIZANCES, not exceeding in any single instance ONE MILLION ($1,000,000.00) DOLLARS, excluding, however, any bond(s) or undertaking(s)guaranteeing the payment of notes and interest thereon. And the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the Companies at their administrativeoffices in Fairfield,Ohio,in their own proper persons. The authority granted hereunder supersedes any previous authority heretofore granted the above named attomey(s)-in-fact. In WITNESS WHEREOF,the undersigned officer ofthe said The Ohio Casualty Insurance Company and West American Insurance Company has hereunto subscribed his-name and affixed the Corporate Seal of each.Company this 7th day of January,2008 • �,SY INSp HINSpq - oic o,, SEAL v SEAL jn Sam Lawrence Assistant Secretary STATE OF OHIO, COUNTY OF BUTLER On this 7th day of January,2008 before the subscriber,.a Notary Public of the State of Ohio, in and for the County of Butler,duly commissioned and qualified,came Sam Lawrence, Assistant Secretary of The Ohio Casualty Insurance Company and West American Insurance Company,to me personally known to be the individual and officer described in,and who executed the preceding instrument,and he acknowledged the execution of the same,and being by me duly swom deposes and says that he is the officer of the Companies aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and the said Corporate Seals and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal at the City of Hamilton;State of Ohio,the day and year first above written, *' �* Notary Public in and for County of Butler,State_of"Ohio My Commission expires August 5,2012 This power of attorney is granted under and by authority of Article III,Section 9 of the Code of-Regulations and By-Laws of The Ohio Casualty Insurance Company and West American Insurance Company,extracts from which read: Article 11.1,Section 9. Appointment of Attorneys-in-Fact. The Chairman of the Board,the President,any Vice-President,the Secretary or any Assistant Secretary of the corporation shall be and is hereby vested with full power and authority to appoint attorneys-in-fact for the purpose of signing the name of the corporation as surety to,and to execute,attach the seal of the.corporation to,acknowledge and deliver any and all bonds,recognizances,stipulations,undertakings or other instruments of suretyship and policies of insurance to be given in favor of any individual,firm,corporation,partnership,limited liability company or other entity,or the official representative thereof,or to any county or state,or any official board or boards of any county or state,or the United States of America or any agency thereof,or to any other political subdivision thereof This instrument is signed and sealed as authorized by the following resolution adopted by the Boards of Directors of the Companies on October 21 2004: RESOLVED,'That the signature of any officer of the Company authorized under Article III,Section 9 of its Code of Regulations and By-laws and the Company seal may be affixed by facsimile to any power of attorney or copy thereof issued on behalf of the Company to make,execute,seal and deliver for and on its behalf as surety any and all bonds, undertakings or other written obligations in the nature thereof,to prescribe their respective duties and the respective limits of their authority;and to revoke any such appointment. Such signatures and seal are hereby adopted by the Company as original signatures and seal and shall,with respect to any bond, undertaking or other written obligations in the nature thereof to which it is attached,be valid and binding upon the Company with the same force and effect as though manually affixed. 1,the undersigned Assistant Secretary of The Ohio Casualty Insurance Company,American Fire and Casualty Company and West American Insurance Company,do hereby certify that the foregoing power of attorney,the referenced By-Laws of the Companies and the above resolution of their Boards of Directors are true and correct copies and are in full force and effect on this date. IN WITNESS WHEREOF,I have hereunto set my hand and the seals of the Companies this day of P�tY INSp PN INSUq i���A�!" F �aj••q�a SEAL SEAL W; ? Mark E.Schmidt Assistant Secretary r • A es- Lp olk. . � ti l v 071 I -.�, �., � � � ��-- G�5 b�< <� -- - TOWN OF BARNSTABLE B • o�zHEr� u�ia•ing ti Application Ref: 200706026 BARNSTABLE, * Issue Date: 10/24/07 Permit 9 MASS. Qp i639• a Applicant: ORBE,OCTAVIUS A&ELEANOR Permit Number: B 20072642 MA ArFO '1 Proposed Use: UNDEVELOPABLE LAND Expiration Date: 04/22/08 E cation 269 SOUTH MAIN STREET Zoning District RC Permit Type: NEW SINGLE FAMILY HOME Map Parcel 207097002 Permit Fee$ 615.00 Contractor PROPERTY OWNER Village CENTERVILLE App Fee$ 100.00 License Num Est Construction Cost$ 150,000 Remarks APPROVED PJOFO ST BE RETAINED ON JOB AND NEW 2 BEDROOM HOME SINGLE FAMILY HOME THIS CARD MKEPT POSTED UNTIL FINAL 3RD EXTENSION TO EXPIRE 10/20/09 INSPECTIONN MADE. WHERE A CERTIF C TUPANCY IS REQUIRED,SUCH Owner on Record: ORBE, OCTAVIUS A 8r ELEANOR BUILDIN T BE OCCUPIED UNTIL A FINAL Address: 743 WEST SADDLE RIVER RD INS PE IO AS BEEN MADE. H HO KUS, NJ 07423 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT,TO OCCUPY ANYSTREET ALLY.`OR SIDEWALK: R AN. AR RE TEMPORARILY OR PERMANENTLY. ENCROAGHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY-PERMITTED bE E G CODE„MUST BE"APPROVED BY THE JURISDICTION. STREET OR ALLY..O"DES AS WELL AS DEPTH AND'LOCATIl6N FPUBLIC';S. ERS OBTAINED FROM THEDEPARTMENT OF PUBLIC WORKS. THE ISSUAN,CE.OF:THIS PERMIT DOES NOT RELEASE THE APPLI T FRO E C„ D IONS OF ANY APPLICABLE SUBDIVISION.RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CO STR ON . 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIO TO F E INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO L H). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUP NCY. WHERE APPLICABLE,SEPARATE PERM AR REQ D ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE TOR H APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND V IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERM ISSUED NOT D OVE. PERSONS CONTRACTING H UNREGI RE CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). " ��� 4 err �•� 7 .. ry u- .r" '.ri Y - y��;� � BUILD INSP APPR VALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health z 0(ooa s`_n �;E_4 lb�� b�,Fla:a �i8LE OCTAVIUSA. ORBS 743 West Saddle River Road APR 23 ' (� (� Ho-Ho-Kus,New Jersey 07432 2009 201-652-8714 0IVIS(ON VIA FACSIMILE 508-790-6230 AND REGULAR MAIL April 20, 2009 Mr. Thomas Perry, Director Building Division Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Lot at 269 South Main Street, Centerville — Dear Mr. Perry: ,c� �� d� Respectfully, I am requesting an extension of the term of the building (( permit now issued on the aforementioned property. As I am sure you are aware, the present conditions prevailing in the economy and in particularly the financial markets make it extremely difficult to secure financing necessary to move ahead with the construction on the property. I would greatly appreciate an extension of the terms of the existing permit for as long a period as possible so that the necessary finances can be secured. Thank you for your consideration. V ry truly yours, ' Octavius A. Ore /� OAO/mt 5 LOA cc: John Greene �O F BOUDREAU AND BOUDREAU, LLP Attorneys at Law 396 NORTH STREET HYANNIS, MASSACHUSETTS 02601 Philip Michael Boudreau Telephone:(508)775-1085 Mark H. Boudreau Telefax:(508)771-0722 E-MAIL: phil@boudreaulaw.net September 11, 2006 Thomas Perry, Building Commissioner Barnstable Town Hall 367 Main Street Hyannis, MA 02601 Re: 269 South Main Street Centerville, Massachusetts Barnstable Assessor's Map 207, Parcel 097-002 Lot B-2, Plan Book 406, Page 42 _ Dear Mr. Perry: I represent the owners of the above-referenced property, Octavius A. Orbe and -- - Eleanor C. Orbe, and would appreciate it if you would confirm that the property has retained its status as a buildable lot.- From record information, it appears that the lot was first created by an approval not required plan endorsed on August 16, 1983 and recorded in Plan Book 406, Page 42. At that time, locus was in an RC zoning district, which required a minimum of 15,000 square feet in area(of which 70% - or.10,500 square feet - must have been contiguous upland), 20 feet of frontage and 100 feet of width. According to the plan, the lot contains 28,595 square feet of area; of which 1.1,300 square feet is contiguous upland, frontage of 93.98 feet and more than 100 feet of width. Therefore, it appears to have complied with the bylaw when created. At the time of its creation, locus was one of five adjoining lots held in common ownership, one of which was improved with a single-family dwelling. } At the 1983 Fall Annual Town Meeting (approved on February 4,1984), the zoning bylaw was amended to require that 100% of the minimum lot area be contiguous upland; and this rendered the lot nonconforming. At this time, locus was still held in common ownership with the four other lots. On February 28, 1985, the minimum area required for this zoning district was raised to 43,560 square feet. By approval not required plan endorsed December 9, 1985 (Plan Book 408, Page 39), two of the adjoining lots were combined as one lot. Thereafter, and until March 17, 1986, when locus was conveyed into separate ownership, it was held in common ownership with three other lots, one of which was improved with a single family dwelling. Since that time, the combined lot referred to hereinabove has been built upon for residential purposes and the other two lots are held in common ownership and are collectively improved with the original residence. Thus, at this time, of the five lots held in adjoining ownership as of the zoning change which made locus nonconforming, there are a total of three different owners and two single family dwellings. I would suggest that M.G.L. Chapter 40A, Section 6, would have grandfathered up to three of the five lots for a'period of five years from the date that they became nonconforming. See Marinelli v. Board of Appeals of Stoughton, 797 N.E. 2d 893 (2003), a copy of which decision is enclosed herewith for your reference. I would further suggest that Sections 240-91(B) and (C) of the Barnstable Zoning Ordinance`were . collectively intended to give such protected lots permanent grandfathering status.to the extent they were placed in separate ownership within the five year protected period. A number of years ago, your predecessor, Ralph Crossen, issued an opinion that the lot had retained its buildable status. On the basis of the above, can you confirm this as well? If you have any questions or need any further information, don't hesitate to contact me. Thank you for your assistance in this matter. A ;., Sincere, P III c ael Boudreau PMB/hcg Enclosure oFINE'�w .TOWN OF BARNSTABLE 4 . 0* Application Ref: 200706026 * BARNSTABLE, * Issue Date: 10/24/07 —CU 9 MASS. �A i639• A$ Applicant: ORBE, OCTAVIUS A&ELEANOR Perm rfD MA'I . Proposed Use: UNDEVELOPABLE LAND Expir S J Location 269 SOUTH MAIN STREET Zoning District RC Permit Type: NEW SINGLE FAMILY HOME Map Parcel 207097002 Permit Fee$ 615.00 Contractor PROPERTY OWNER Village CENTERVILLE App Fee$ 100.00 License Num Est Construction Cost$ 150,000 LNEW APPROVED PLANS MUST BE RETAINED ON JOB AND EDROOM HOME SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL ENSION TO EXPIRE 10/20/09 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: ORBE, OCTAVIUS A&T ELEANOR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 743 WEST SADDLE RIVER RD INSPECTION HAS BEEN MADE. H HO KUS, NJ 07423 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY,OR`SIDEWALK OR AN. ART THERE TEMPORARILY OR.PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY`PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR 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 CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&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. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). �. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health f r �tHEr, TOWN OF BARNSTABLEBuilding Application Ref: 200706026 PermiNSTABLE;.* Issue Date: 10/22/08 t BAR 9 MASS �A i639• ��� Applicant: ORBE OCTAVIUS A&ELEANOR tF�MAC s Permit Number: B 20082302 Proposed Use: UNDEVELOPABLE LAND Expiration Date: 04/21/09 Location 269 SOUTH MAIN STREET Zoning District RC Permit Type: NEW SINGLE FAMILY HOME Map Parcel 207097002 Permit Fee$ 75.00 Contractor PROPERTY OWNER Village CENTERVILLE App Fee$ 100.00 'License Num Est Construction Cost$ 150,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW 2 BEDROOM HOME SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL 2ND EXTENSION TO EXPIRE 4/21/09 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: ORBE, OCTAVIUS A u ELEANOR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 743 WEST SADDLE RIVER RD INSPECTION HAS BEEN M E. H HO KUS,N)07423 Application Entered by: DB Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY ORPfkMANENTLY. , ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER;THE BUILDING.CODE,MUST BE APPROVED BY TIWJUFJSDICTION. STREET OR ALLY 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 CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&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. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). INN BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health r OCTAVIUS A. ORBE 743 WEST SADDLE RIVER ROAD HO-HO-KUS, NEW JERSEY 07423 October 16, 2008 Mr. Thomas Perry, Director Building Division Town of Barnstable 200 Main Street Hyannis, MA 02601 Q Re: Lot at 269 South lain Street, Centerville rq- Dear Mr. Perry: Respectfully, I am requesting an extension of the term of the building permit now issued on the aforementioned property. As I am, sure you are aware, thb present conditions prevailing in the economy and in particularly the financial markets make it extremely difficult to secure financing necessary to move ahead with the construction on the property. I would greatly appreciate an extension of the terms of the existing permit for as long a period as possible so that the necessary finances can be secured. Thank you for your consideration. Very truly yours, Octavius A. Orbe OAO/mt cc: John Greene c .101-16/,008 15:24 FAX 2014455376 Ia 002/002 OCTAVIUS A_ ❑RBE - 743 W€5T 5ADDL€RIV€R ROAD HO•HO•KUS, NEW JERSEY 07423 October 16, 2008 i cm C:) Mr. Thomas Perry,Director. Building Division s' Town of Barnstable '`' 200 Main Street X Hyannis, MA 02601co oo o Re: Lot at 269 South Main Street,Centerville - M Dear Mr. Perry: Respectfully, I am requesting an extension of the term of the building permit now issued on the aforementioned property. As I am sure you are aware, the present conditions`prevailing in the economy and in particularly the financial markets make it extremely difficult to secure financing necessary to move ahead with the construction on the property. I would greatly appreciate an extension of the terms of the existing permit for as long a period as possible so that the necessary finances can be secured. • • Thank you for your consideration- Very/truly yours, Octavius A. Orbe OAO/mt cc: John Greene Town of Barnstable yY Building Department - 200 Main Street - BARNSTABLE, * - Hyannis, MA 02601 MASS 1639. ,� (508) 862-4038 Certif ica to of Occupancy Application Number: 200903248 ~., CO Number: 20100085 Parcel ID: 207097002 CO Issue Date: 06/14/10 Location: 269 SOUTH MAIN STREET - Zoning Classification: RESIDENCE,C DISTRICT Proposed Use: POTENTIALLY DEVELOPABLE LAND Village: CENTERVILLE Gen Contractor: PROPERTY OWNER Permit Type: RC00 'CERTIFICATE.OF OCCUPANCY RES Comments: " Lai D Buildi g ArtmLignature Date Signed A q [,O,' WN "F BARNSTABLE % BUI-1inev 3d �A, Aoplicatioif Ref: 200903248 * ermi BARNSTABI.E,' * Issue Date: 08/03/09` " ,, F L y�M Li + *" - .' Applicant: r k r <a `" _ Permit Number B ._20091384, ' Proposed Use POTENTIA LLY DEVELOPABLE LAND Expiration Date " 0; 31/16 !:ova STREET '_Zoning District RC Permit Type: NEW SINGLE FAMII-Y FTIOMEi s t a^ 2 ` '' .I Pciimit Fee S 918.00 Contractor PROPERTY OWNER t.TF}t�'IL.LF l r App Fee$ 100.00 License Num OWNER 4 .. J J r-:T 1vl Est ;�isUuctton Cost 180,000Rp, ;FAN f I,I APPROVED PLANS MUST BE RETAINED ON J013iND .y�FAM:IIsY HOME WITH 2 BR,2:5"-BATHS;NO GARAGE THIS CARD MUST BE KEPT POSTED UNTIL INAI # t * INSPECTION HAS BEEN MADE: WHERE 1 ,$. srYAt d ~- _- --- - '�+—--- —- - CERTIFICATE OF OCCUPANCY TS REQUIRED aSUCvH lhvnu ,r Re nul. ORBE, OCTAVIU$A 8i ELEANUR BUILDING SHALL•NO'C BE OCCUPIED UNTR A FhNAI 74.3 WEST SADDLE RIVER RD �I t �* _ INSPECTION HAS BEEN MADE. , "H HO KUS,NJ 07423 _1)v atlo JL. ,'$uilding Permit Issued By: �IIS� fJy' i_ YS NO-RK HT:TO OCCUPY AN.Y,,`STREET;ALLY OR SIDEWALK OR ANY.PART THF,i�FOF,:E{TREK TEMPORt�RILY OR PCRMANEN"-LY. I'.NC ROAi`Q MF, ,c,`ON PUBLIC PROPERTY,NOYSPF_CIFICALLY RERMITTED UNDER THE BUILDING:CODE,MUST BE APPROVED BY'FHl Jf1RISDI�CTION. { fFcFl 9 OR AL!_� GPADj�S AS WELL AS DEPTH'AND LOCATION OF,PAUBLIC SEWERS MAY BE OBTAINED FROM.THE DEPARTMENT OF PUBLIC VCORKS Ih ItiSUANC h OF"1 IIS-PERMI"I DOES NOT.RELEASE THE APPLICANT F•ROM.THE CONDI CIONS.OF ANY APPLICABLE SUBDIVISION RESmkjCTIONS `4 �-:'NIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CON TSTRUCTION.WORK: " OUNLA PION OIZ i'OOTINGS. LL F.IREF LACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 'PLUM,..IN INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. jR l O COVbZh\JG STRUCTURAL MEMBERS(READY TO LATH). t 1' c INSPFC:I MN BL'FORE OCCUPANCY. K? 4?PLICAF3h.E,`SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL;PLUMBING AND MECHANICAL INSTALLATIONS. . «r' �. 'SHALL NT'O PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. c M I WILL.KECOME NULL'AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS O.F' F 1v T.Li PERMIT [S ISSUED.AS NOTED ABOVE. * - = SONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(asset.forth in MGL c.I42A). '. � �, � e � � • e o e r e np e o � s r BUILDING INSPECTION APPROVALS , PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS (;y I g.yaJS►� JIB ,� q 2 , �.� (/- C s 1!� 1> ? _ _ I Heating Inspection Approvals Engineering Dept r Fire,Dept 2 Board of Health JS C9 O-054(44 6/c cot 14 -. .. ,y. ,�. r� �-� ,,,�, s��•�,,, �; {�,E. Asa r t`f .�.e ti '� F:� a 'r:' �I�l'S?'Y+-; _�•y1 Mj �`N` Vie` _ � ' S a ' -`:;•YY is� .. y .�,; Y �,s;' _ r h row- film "- A°r. •3 x•"? tir`�,` a t .S r • r .c i� �,�,�..�'.. #..r , �r -a `in`3•' 1: . `Y k�^y� 1' .�. Wit.-. '�K,.�,'r• s`' s;�"' t' � Y,at,,�a' .. .. * �...T.t#..i�•F."-+�,a P k.Jif 'F,>a,PS rx^ 1 ., x '7ti.k} TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION -Map Zo Parc2 A lication L"U: . Pp Health Divisio l 7U '� 'Date Issued o2fl3 b { Conservation Division c `��� �,Application Fee_f/1 Planning;Dept: "Permit Fee. Date Definitive;Plan Approved by Planning Board Historic ':, OKH _ Preservation/ Hyannis Project Street Address VillagenEN TE121/1 L/aE OW741M OwnerDATA 1 Vi: . 4A,0_ G , Q f2 Address krao 67f1ro Telephone rl O�,• �o Permit Request �d �' ` Y Square feet: 1st floor: existing O proposed'�6 a`2nd floor: existing proposed 7 - Teal rewa]�Z. FEB Zoning District, G Flood Plain G Groundwater Overlay A C> Project Valuation 60 ova Construction Type oO Lot Size 2$, 5 `� Grandfathered: ❑Yes ❑ No If yes, attach supporting dc� umentation. Dwelling Type: Single Famil Er' Two Family ❑ Multi-Family # units " {{ Age of Existing Structure Historic House: ❑Yes S-No On Old Ki'hg's Higl-Say: Yes 0-Pdo Basement Type: ❑ Full C"Crawl R*alkout ❑ Other �l L G124wL� *P,#gE Basement Finished Area(sq.ft.) O Basement Unfinished Area(sq.ft) Number of Baths: Full: existing o new 2 Half: existing U new Number of Bedrooms: b existing 2-new Total Room Count (not including baths): existing a new First Floor Room Count Heat Type and Fuel: 3'tas ❑ Oil ❑ Electric ❑ Other Central Air: ides ❑ No Fireplaces: Existing 6 New i 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 U o If yes, site plan review# - Current-Use � = -- _ -- - Proposed Use `J t��� 5 /�l/c ��tfe APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name SQL Gc�/ S Telephone Number 5o,5, 2 $7 7 Address �� l T `� �j'J/ � License#-A TAT Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Ga4 sign SIGNATURE DATE_�U1,7 11,4 2G69 r FOR OFFICIAL USE ONLY APPLICATION# DgE ISSUED MAP/PARCEL NO. y ADDRESS VILLAGE OWNER r D . DATE OF INSPECTION: -- ..,FOUNDATION1 6NO asio I la FRAME C9311d NO U-44,- INSULATION 312110 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL i FINAL BUILDING 4! DATE CLOSED OUT' ASSOCIATION PLAN NO. 07/29/2009 10:54 FAX 5083935180 DANIEL LEWIS Z 001 Daniel Lem is, AIA " Architect 332 Whitney &reet Northborough MA 01532 Phone Numbe 508-612-8771 Fax Number 508-393-5180 Email danlewis@charter.net Fax Transmittal Form To: Jeffrey Lauzon From: Daniel Lewis, AIA Comp ny: Town of Barnstable B.I. Date Sent: 29 July 2009 Phone 508-862-4034 Number of Pages: 1 Fax: 508-79o-6230 Message: Re: 269 S uth Main Street, Centerville, MA Although the Basement of the house, as designed, meets the Massachusetts Building Code definition of a Basement whic h is not a Story above Grade, the Barnstable Zoning Ordinance defines a Story as that portion of a building hav g at least 12 its height above grade. I will raise the grade at the building 2" from the elevation shown on the lans and slightly modify the grade at the Left Side Elevation in order to ensure that the finish grade meets this definition to ensure the Basement is not a Story above grade. The elevation alculations are as follows: Front of house— 40' long Rear of house 40' long 23" above grade 83" above grade Right side of h use 24' long Left side of house- 24! long - 42" average ab ve grade 53" average above grade Floor to floor Height- 103" Building perimeter- 128' 23"/103" x 40'/ 28' +,S3"h03" x 40'/128' +,42"/103" x 24/128' + 53"/103" x 247128' = 49.5% above grade and 90.5% behow grade. Please let me h now as soon as possible if you need any additional information. Daniel Lewis +,r L�ewls DA-NI f-4--IaE t 5, Few'I_T-354 Pxwf G -4W _lam P L -, 7�o p�� T� % , R l sad 3 ;660 1 &S �L�`f'��a Lp5 TL G 3�Sg -- c4°. CAM AT ,&a P r LL l_3�o p(.,Y= TL I g, -321-1_Ix V y PC o-4 L-V L 'f�C t2- jot 5r T *ECj/Z- 3 /L x I �2 LUL �02✓-- -L_�r5 yl �1P. 17&7 LVLGciumt4 kT 2^—r� 1 Na.BMS � - NORTNBOfiO. eeryry� eH .6Y,�a` �. Y.Lyi. �+.� C aT �d �lr _ . � ' i, .M { '��� i' `' 1 �^S�t6�9.4� � . ♦ �'. fit. .. .+ +' i ..- 1.,, S S I � s � r t t - � � - { s _ i a� 7 . a 4 ., k..,� - _ _ � a .. �' j � .. . Ys ..r'i . 1 — - _ —- . _ - 4 - - ,,� ., _ � 3 t t _. - - � . - T .. _ r ry Y { - Y w .- f.., i ,. i q • .� t � - _ ,� v � t 1 � �sa; � M1.�r- �. ..k �I s � �, • .. �.,t�:,k 1 4 t, . � �L I VERSA-LAM° Floor Load Tables x 3'. VERSA-LAM° 2.0 3100 (100% Load Duration) Top Figure Allowable Total Load[plf] KEY TO TABLE Middle Figure Allowable Live Load[plf] Bottom Figures Minimum Required Bearing Length at End[Intermediate Supports[inches] 1314"VERSA-LAW 2.0 3100 Double Ply 13/4"VERSA-LAW 2.0 3100 or Triple Ply 1314"VERSA-LAM®2.0 3100 or Quadruple Ply 1314"VERSA-LAND 2.0 3100 or Span 3'IZ"VERSA-LAM 2.0 3100 5/4"VERSA-LAM 2.0 3100 7"VERSA-LAM 2.0 3100 71/4" j 93/2' 117/e"; 14" 71/4' ' 94/2" 117/e"; 14" ' 16" -18" 24" 94/2" j 11'/8'y 14" 16" 18" 20" ' 24" 117/e"114" 16" 1 18" 20" 24" _763 1063 1424 104638 10459 10451 9 1525 1.814.412.416.1!3.318.214.1110.3 18144;2.416.1!3.318.2'41110.3j51126; 6115 1 6115 24161.3.318.2(4.1110.3 5112.6i 6115 6115 6115 3318.214.1110.35112.6; 6115 I.6115 J 6115 479 J 746 979 ) 6803 . _ 2 . _ :' 78261207 957 ::1492 j.1957 2414 ; 2886 3402 is3913 2237. 147322 724 2171 - ...... 1.513.7 j 2315.7,:3175..,3.719:3 15137 23 : 317.5 3719.3 i 441111 _5.2113.I 6115: 23157_;:3175 719.3,44111 t:52113 6115 16115:: 317.5 r3.7193,44111.1 i 521i3 6115 6115: 243 551 , 745 909 487 1102 1489 1817 2148 1 2502 j 3126 11653 2234 2726 3222 3753 4322 4688 2978 j 3635 4296 5003 i 5763 6251 10 165 i 370 724 329 741 1447 1111 217t i 2894 1.513 12.115.3;2.917.113.518.7 1.513 7.115.3 2.917.1-35187J.1110.314.8112j 6115 2115.3i2.917.113.518.741110.314.8112;5.511381 6115 2.917.113.518.7 4.1110.31,4.811215.5113.81i 6115 182..J 413 -.665. ; 808. 364 : 825 1330 1617.i_.1904 i 2209 2839. 1238 .199_5 r2425 2856 i.3313 3800 4259. 2659 , 3233 3607 .1 4417 I 5067 5679' - _- 11 _124..:.1 278 544-1, 247 .;. 557 1087 [ :'= I 835 i:1631 J : _ 2175 /0.1 142.817: 144.711. 5414 2.817�1:34- 1851101_47111.7;54i134 61151.513rj17144 2.817 j3.418.5 -1.513 1.714.4 2.817 3.418.54 3418.5 110 ; :4 . , 139 1 317 ' 585 ' 128 279 634 1170 1456 1709 1977 j 2601 950 1755 I 2184 2564 ' 2965 3390 3901 2340 j 2912 3418 i 3953 1 4519 5201 Lr- 12 95 �214 419 1 686 191 429 837 1372 643 1256 2058_ iT_ 1675_r2745 - - 1.513` ,11.513.7 2.716.813.418.4 151311.5137 2.716.8 3.418.413.919.9;4.6111AI 6115 1.513.712.716.813.418,4'39199j.61114,5.2113 6115 2.716.813.418413.919.9i4.6111.4;5.2113 riii5 109 .� 248 t::'486' , 662:. 217 496 j :976 .1324 '.:1550 ;,.1789 2399': 744 i;1464 1:.198-6: 2326 ;:'.2683 ':3059 , 3596:; :1952 .j..2647 , 3101 .. 3517 .401 78 4797:, 13 75::: 1169329 1 540 150 ..:337141 659 1079.j: 506 ;;:988 1619 _ 1317 :2159 1,513_.11.613.1 2.416.1.j3.318.3 1513 ':.1.5/3.1 J2.4161;3318.3i3919.7.4.51112j..6115. 1.513-t.J.2.416.1 i3.318.3 _3.919.7.,4.5111215.11127( 6115::: 2416.t.J$.3183,3.919.7,j45111.2{5:11127 6115: 86 ! 198 i 390 585 173 395 J 779 1171 1418 - 1633 1 2226 593 1 1169 1756 2128 2449 2786 3338 1558 1 2342 1 2837 3265 13715 4451 . 14 60 I 135 + 264' i 432 120 270 1 527 1 864 . 1290 405 j 791 ] 1296 1935 1055 ' 1728 2580 .1.513.1 1.513 12.115.3 3.217.9 1.513 1.513 12.115.3;3.217.913.819.6 4.4111 6115 1.513 j2.115.3132/7.9 3.819.6i4.4111 i5112.5? 6/15 2.115.313.217.9i3.819.6i4.411115/12.5 6115 70: 160 316 1.509 139_ 320 1;.631 1018'` 1307 ( 1502 j 2076 479 947 152 036 2614 3003 340 4151:: T5 49�^1t0 214 351. 98 -_220 I 429_ ; 703 IN , 1493 j 329 i :643 : 1054 1573 1 2240 1 _858 1 1405 ; 2098 12987 _ _,. L k5/3:J::'1.5/3 k1:814.6,.2.917.4 1513 J`t513 46 2.917.4-13.819.5j4.3110.976115: 1513 ;1.8146:11917AJ3819.5:j4.3110.914.911231 6115: 18146.12.9/7413.819:5;43110:9�4.91123 6115', 51 j 131 ; 259 1 427 113 i 262 1 518 854 1151 1390 1 1944 393 ' 777 f 1281 1727 2085 2364 [ 2917 1036 1708 2303 ' 2780 j 3151 3889 ---- -- - --- .._ ... . -- - - 16 40 ! 90 117 i 289 80 181 353 S79 - 864 ( 1230 { 271 530 868 1296 •• 1846 ; "'_ 3__ - 707 1158 1728 1 2461 -_._..--...._......_-_....__-`---....._.----`---'._._-----"----'--•._._.--`------..._.�_._----{.._- - ----!___ - --i---"--__.....-...---..[._.....-.--"-------------_.�.__.__--------.. 7_.-.._.---. 1,513 1 1.513 1.614 12.616.6 1.513 1.513 1.614 12.616.6 3.618.914.3110.71 6/15 1.513 j 1.614 12.6/6.6 3.618.914.3110.Ti4.9112.21 6115 1.614 12.616.6 3.618.914.3110.714.9112.2 6115 430 L 2036:: 2547 2929 3652 108 215 - 355 93 217 17 75 i .147 241 67 151 Z95 483 i 720 ! 1026 226 . 442 J 724 1081 1539 : 2111_1 589 -965 1441: 2052 f2814 j 1513;;:1.513:6 1.2.315.9 1.513 1.513 i 1.5136:2.315.913318.4 4.211051.6115. 1513 J:1:5136.1 2.315.9,3318.4,j4.2110.5 4:8112 i 6115: 1513.6.,2.315.9 13.318:4 141110:51`4.8112 .6115 90 180 298 T7 181 360 _ 596 : 894 1134 1 1701 271 ' 540 894 1341 ' 7701 J 2051 i 2552 720 j 1191 ! 1788 22682735 3402 -1 - -- --_4 - �- -- t_ _ 11 18 j 64 i 124 203 56 127 248 407 f 607 864 ' - 191 i 372 j 610 910 1296 j 1778 496 813 Y 1214 1728 2371 i 1.513 i 1.513.2 2.1/5.2 1513 1.513 `1.5132 2.115.2 3117.8; 419.9 15.9114.8 1.513.1 1.513.2 12.115.2.3.117.8 j 4/9.9 i4.8111.915.9114.8 1.513.2 12.115.2 13.117.8; 419.9 14.8111.95.9114.8 -76 152 .252; 65 152 304_ 504 758 1016 1592 229 . :457 757.: 1137 .:.1524 ,<.1863 1 2388:. . 609 I:'1009 1516:.1 2032 j:2484 3184:_ 19 i 54 J-:105 , '173 48 108.., 211 346 .^516 .. J. 162 ' 316 519 T7 1102 1 1512 1. 422-i 691 } 1032 t470 2016 _ - - T35 e.w. j f513 ;:.1.513 ?.1.914.7 1513 1513 ;:1.513 1914.7 i 2817 `3.1194'.5.8114.6 '1513 ,`1.513;1.914.7 2817:.i 3.719.4 4:6111415.8114:6 rv1513:j t:9147,.:2.817-.;3.719.4,4.61114,5.8114:6 65 1 130 215 54 129 1 259 430 647 915 1496 194 ; 389 ! 6467, 971 1 1373 1 1678 ; 2243 519 861 ' 1295 1830 2237 2991 20 46 1 90 146 41 93 181 296 442 630 1493 139 271 j 445 664 ' 945 1296 2240 362 593 885 1260 j 1728 2987 1,513 1.513 i1.714.2 1.513 1.513 ( 1.513 1714.2i2516.3i3.6189,5.8114.5 1513 1.513 ;1.714.212.516.313618914.31108,5.8114.5 1.513 11.7142,2.516.3'.3.618.9 4.311085.8/%5 96 i 160 -95 192 320 482 692 1304. 142 -' 268 j_480 724.1 1038 -;1382'1 1956 384 ! 640 965'.L 1363 1842 2608':. 22 I 68 , 111 70 , 136 223' 332 473 ` 1122 104 204 334` ` 499 i 710 974 1683 272 445 ' 665 1 947 1299 2244': !.1513 1.1.513.5 '^1513,i'9'513 ;1513.512115.2;.317A 15.6113:9 1513 1.513;ia.513.5-2115.2.,:'3/74 9:919.9,5.6113.9 _1.513 .1.513.5;2.115.2 3/7.4.,13.9199i5.61119 1 72 122 71 I 145 243 368 529 1 1092 106 i 217 ' 365 552 793 1095 j 1638 290 486 736 1057 11460 2184 ....-.:_ J..__.....:.- --- -.. .. - 24 j 52 : 86 j„54 105 112 : 256 t 365 864 80 ' 157 i 257 384 541 I 750 ; t296 209 343 { 512 729 �µ l000r.j 1728 1.513 1.513 1.513 1.513 1513 ;1.814.4;2.516.315.1112.8 1513 i 1.513 11.513 ;1.8144!2.516.3;3.418.6,5.1112.8 1.513 j 1.513 ;i.814.412.516.3j3.418.6:5.1112.8 56 94 54 :, '.t11 188 286 412 , 927 80 167 I :282: 429. 618 I.855 : 1390 223 i' 376 5721. 824 ;':1139 '1853- 26 41 67 42 r 82 135 201 .,j.-287 j 680 63 124 1 202 302 :I 430 .' S90 1020 165 .. 270 403 q7477j8j'_: 1359 30 _�1.513: ..1.513 1513 ;:1.513 '1513J1513.T„2.t15.314.7111.8 1513 ; 1.513 ;51.513 1.513.712.115.3j2.917.314:7111.8 1513. .:1:513 11513.Tt2. 2.917.3;4.7111.8 74 81 148 r 226 1 326 61 - 130 22 338 L489 67 1188 174 296 ; 451 652 904 1584 28 I 54 66 108 161 230 544 51 99 162 242 344 472 i 816 132 I 216 322 459 630 1088 1.513 j 1.513 1.513 1,513.2;1.8146?4.4110.9 1513 1.513 j 1.513 i1.513.211.814.6'2.516314.4110.9 1513 1 1.513 1.513.2118/4.6,2.516.314.4110.9 59 68 ' 116 180 i 262 639 102_J30 i 3�1 373 512 8812 271 26254 131 187 J 42 0 16 17644 3 1 1513 1:5/3 1.513':1 1513.i:1:614.13.819.5 1.513 ' 1.513 1.513.;:1614 ;2.215.5j3.819.5 1513 1_1:513 ? 1.513 .1.614'.12.2155.3.8195 • Total Load values are limited by shear,moment or deflection equal to LI240.Total Load values are Table values for Minimum Required Bearing Lengths are based on the allowable compression the capacity of the beam in addition to its own weight. design value perpendicular to grain for the beam and the Total Load value shown.Other design • Live Load values are limited by deflection equal to LI360.Check the local building code for other considerations,such as a weaker support material,may warrant longer bearing lengths.Table deflection limits that may apply. values assume that support is provided across the full width of the beam. Where a Live Load value is not shown,the Total Load value will control. For 2-ply,3-ply or 4-ply beams;double,triple or quadruple Allowable Total Load and Allowable Live Load values. Minimum Required Bearing Lengths remain the same for any number of plies. Table values represent the most restrictive of simple or multiple span applications®Span is measured 13%inch members deeper than 14 inches are to be used as multiple-member beams only. center to center of the supports.Analyze multiple span beams with the BC CALC software if the length of any span is less than half the length of an adjacent span. This table was designed to apply.to a broad range of applications. It may be possible to exceed the • Table values assume that lateral support is provided at each support and continuously along the limitations of this table by analyzing a specific application with the BC CALC®software. compression edge of the beam. I VERSA LAM Roof Load Tables , VERSA-LAM° 2.0 3100 (115% Load Duration) Top Figure Allowable Total Load[plf] KEY TO TABLE Middle Figure Allowable Live Load[plf] Bottom Figures - Minimum Required Bearing Length at End/Intermediate Supports[inches] 131°VERSA-LAM®2.0 3100 Double PIyy IN"VERSA-LAW 2.0 3100 or Triple Pl�1314"VERSA-LAM®2.0 3100 or Quadruple Ply 13/4 VERSA-LAM®2.0 3100 or Span 4 3,2 VERSA-LAM 2.0 3100 5/4"VERSA-I AM 2.0 3100 7"VERSA-LAM 2.0 3100 7Ve 9VZ" 117/¢"j 14" T/4" ; 93/2' ,117/8" 14" ! 16" 18' 24" , 9V2' 117/e'; 14' - 16' i 18" 20 ! 24" 117/e 14 - 16" 18" 20" 24" 878 1223 1639 i 2065 1755 ; 244E ! 3278 ' 4130 5047 - 5232 5226 3669 4917 ' 6195 7570 7848 ; 1845 i 7838 6556 8260 10094 10463 10459 10451 r 215 i 2.817 j 3.819.4 4.111L8 2/5 2.817 3.8194 4.7111.8;58114.5: 6115 : 6115 2817 3.819.44.71118,5.8114.5 6115 , 6115 ; 6/15 3.819.4:4.7111.8-5.8114.5 6115 6115 6115 59Si 1. 858 1-1126' r:.1389 1197: . 1717."2252 2779:1 33211!3915 ::3913- 2577_75 4168 i 4981 . :5872 ;:587E 5870 4505 15558 6642 7829 i:.7834 782E 482. 965,= 7 - - - - -- 7 ___._ _ 1.814.6i2.616.E;3.5/8.6,4.3110.6 1.814.612.616.E 3.5/8.6;4.3110.651/127i'6/15 6M DR.6 35186;4.31106,51112.7 6115 6115 6/15 3.518.6'4.311065.1112.7,:6115 6115 6115 326 ; 637 j 851 1 104E 651 ' 1274 1714 2092 2472 . 2880 ; 3126 1912 2571 3138 ; 3709 ; 4320 i 4695 4688 3429 1 4184 4945 ; 5759 6259 6251 10 247 i 556 j 494 * 1111 1667 -.._. - - _... .-- _ -... --.._ 1.513.1 I2.416.1;3.318.2; 4/10 1.513.1 2.416.1 3.318.2; 4I10 ,47111.9.5.5113.8! 6/15 2.416.1:3.3/8.2 4I10 4.7111.9 55113.8 6115 6115 3.3/8.2 4110 ;47111.9 55113.8; 6/15 6115 244 526 ;' 765 931. 487:y:1052..1 1531 1 1861 I 2192 -:2543 -2839 115R :229E 2792 3288 ! 3814 4265 4259. 3062 is 3723 4383:: 5085 1'i.5687 l:'.5679 y 11 186: I -416 371 I -835 _ __ 1.513 j 2215.E i 32181 3.9198 1.513 2215.E;3.2181 .3.919.8-4.6111.E 5.41134. 6/15 2.215.E 3.2181 T3.9198 46111.6 541134; 6115 6/15 321ifl3.919.8.4.6111.E 54113.4! 6115 6115 187 ; 424 1 674 838 314 848 1347 i 1676 1.1968 1 2276 i 2601 1272 2021 ` 2514 2952 3414 3903 3901 2694 i 3353 393E 4552 i 5203 5201 12 143 322 2512 628 -286 T 643 -1256 1 -- 965 1884 v- - -- - 1.513 1 214.9 131178;3.919.7 1.513 : 2149 ;3.1178;3.919.7'4.5111.3,5.2113.1; 6115 2149 ;3.1178.3.9197 4.5111352113.1' 6115 ^6115 3.117.8 3.9197 4.5111.3'521131 6115 6/15 ' 1461524292 :I' 785 :2060 :2399 997 1719 2287 278 308146 '332 :.573 r762 3522 3598> 2292 r.:3049 3571 is1 4119:''a4696 4797 -- - -- -- - 13 112: 1 253 ,'::494 225' : 506 988 - -. 759 1482 Y- 197E - .1.513 j 17142,2.917.2438195 1.513 ;'.17142!2.917213,819.5'45111.2 5.1/12.9; 6115 1714.2`2.9/7.2 3.819.5 4.5111.2{51112.9.5.9114.7 611b 2917.2 1 3.8195 4.5111.2 51112.9,5.91147, 6115'` 116 ; 265 493 674 233 ! 530 987 1349 1634 1880 2226 796 1480 2023 i 2450 2821 3208 3338 1973 2697 3267 3761 4278 4451 14 90 i 203 i 396 648 180 i 405 191 i 129E 608 1187 1944 1.513 .1.513.E;2.716.7.3.619.1 1.5l3 '1.5/3.6;2.7/6.7;3.619.1'4.4111 5.1112.7. 6115 1.513.E:2.716.7 3.619.1.4.4111 51112.7;5.8114.4 6115 2716.7 i 3.619.1 4.4111 :5.1112.7;5.8114.4: 6115 94:`:I_-215 423 .':586 188 i.429.. .84E 1173 1505 :1730" 2076 644 i 1268 1759 ! 2258 ! 2595 2946 1`3113'' '.1691:j:2346..::;3011 j.3459 1:::3928. 4151: 15` 13 165-i :322 527 146 : 329 '`643 i 1054 - 494 965 1581 -- 128E ''.2108 - °� 1.513 i.15131;2.516.1 3.4185 1.513 ;1513.1 2.516.1 3.418.5 4.3110.9;5112.5 6115 1.513.1:2.516.1 3.418.5 4.3110.9;5112.5 5.7114.2; 6115' 2.516.1!3.418.5 4.3110.9 51125 5.7114.2 6115 77 ! 176 347 ; 515 153 i 352 i 695 1029 1327 ! 1601 i 1944 528 : 1042 1544 1990 2402 2723 2917 1389 ! 2058 i 2653 3202 i 3630 3889 -. 16 60 136 i 265 434 121 i 271 '5i0868--T 129E 1 407 795 1303 1944 1060 1737 2593 -- - ----- 1.513 i 1.513 ;22154.3.217.9 1.513 1513 1 2.215.4 3.217.9 4.1110.2'4.9112.3. 6115 1.513 2.215.4 3.217.9.411102j49/123'S.6/14 6115 2215.4;3.217.9 4.1I10.2'4.9112.3 5.6114 6115 63: 146 289 -455 127' 292 577 910 1 1173 1468 ^1829 438 866 1365 1760 2201 2531 2743 1154. :.:1820 :::2346:; '2935_.i:3374 3657'. - - . 17 724 1 . :t3 - -.... 1,513.i 1.513 119148, 311.5 1513 t513-;1.9148 317.5";3919.6;4.8112: 6115 1.5/3 f1.9148: 317.5 `3919.6;^48/12 5.51138 6115 1914.8;:3175',3.919.8!46112:;5.5113.8.-6115 53 , 122 242 399 106 244 - 484 + 799 1045 1307 1726 367 726 1198 1567 i 1961 1 2364 2588 968 1598 2089 2614 C 3151 3451 95 j 186 305 85 191 372 1 610 910 129E 286 558 915 136E 1944 744 1220 1821 2593 - 1.513 - 1.513 !1.714.3 i 2.817 1.513 1513 ,1.714.3: 2.817 36191`:.4.5111.4± 6115 1.513 :1.7143.' 2.817 3fi19.1;4.5111.4.5.51137; 6115 1.714.3 r 2.817-'3.619.1,451114 5.5113.7 6115 j 103 i 205 :.3.39 89 206 ,'.410 F'-617 :1 .936 1171 1634 310 615 1016 1404 1757:'"2147 :2450: 820 i,.1354 .:1872:`. 2342 :2862 :.3267::. �- --.--- --- _ _ _ 19 81 j.:158 259 72 1. 162 519 : 774 1102 243 475 778 1161';.1653 633 `. .:.1037 :1548 2204 -- -:; 1.513.5.513.E 2.5/63 1.513-j 1.513 11.513.852.516.3,3418.E`4.3110.8 6115 1.513 1.513.8'2.516.3 3A18.6 i4.3110.8'5.3/131 6115' 1.513.8'2.5163`.3.418.E 4.3110.8,5.31131 .'.6115T 88 175 289 75 176 i 350 579 843 1055 1551 263 i 525 868 1265 1583 ? 1934 2326 699 i 1157 i 1686 2110 1 2579 1 3101 - _ 1418 - - 543 89 1327 1890664 9456920 667 996 - - -- r_.. ...._.._.. _._.... __._. _... 1.513 -1.5134i2.3156 1.513 1513 1.5/34 2.315.63318.2;4:1/10.2: 6115 1.513 1.5134 2.315.6'33/8.24.1/10.2.5112.5 6115 1.513.4;2.315.6,3.318.2 41110.2;5112.5: 6115 I 65 1.:.130 .216 54 130 260 r 431 649 869 1407 194 390 .647 973 1 1303 .:.1593 2111.' 520 1''862 1297'.: 1738 <2124 2815' 22 E .52 - ` - - 102 167 46 ;,. 104 204 334 499 710 157 306 501 ` 748 ' 1065 1461 408 -668 997;: 11420 .'.1948 ! w - - _ 1513._::1513 ;:1.914.7 1513'S13 ' 1.513 19147; 2.817 3.7193. 6115 15/3 1513 11.914.7 2817 J 3.719.34.51113 6115' 1.513 11.9147 2.81Z`.13.719.314.51113, 6615 ' 99 164 98 197 329 496 711 1259 146 296 493 744 i 106E 1334 1889 395 658 1992 1422 4 1779 1 2518 - ___-_L_ _... .; -- - - 24 ; 79 ' 129 80 157 257 394 547 121 236 386 576 826 1125 314 515 768 I 1094 i 1500 1513 '1.613.9 1513 1.513 1.613.91 23159 3.318.3 5.9114.7 1.513 1513 1.613.9;2.315.9 i 33/8.3,4.2110415.9114.7 1.513 1.613.9'2.315.9 3.318.3 4.2/104;5.9114.7 " a 76 128 75 153 256 387 555 1069 112 229 '383 :SBD 833 1132 ..1604 305 511 773>,.1110-: ::1510 'j::2139.- 7:1- __< ._ 26 62 . ..101 63 :' 124 202 302 : 430 1020. 95 185 T`304 - 453 645 ; 885 ..1529.' 247-!-405 604-' 860- :1t80 !-2039 =i ;.1.5/3 1.513.3 1.513 ! 1.513 .1513.3 215 2.817.1 5.4113.5 1513 '1.513 1.513.3 2/5 28171 3.819.65.4113.5 1.513';1.513.3 215 ;2817.13.819.6;5.4113.5 60 101 58 1 120 202 306 441 919 87 ! 180 303 459 661 914 i 1378 240 404 1 612 1 882 1 1219 1837 - - 28 49 81 51 r 99 162 242 344 816 76 f 148 243 363 517 709 1224 198 324 484 i 689 945 j 1633 - 5 6 - 1513 i 1.513 1.513 1.513 1.513 1.714.3 2A 1;5112.6 1.513 1.513 • 1.513 ,17143 2416.1 1 3.418415112.6 1513 1.513 .1.714.3.2416.1;3.418.4i5/12.6 81 Y_95 161 246 -355 -' 797 68 i„143 r 242 1 369.'. 533 738 1196.} 190 i :323 1 492: 710 984 1594' 30 - W 66 80 132 197 280 664 62 121 198 295 420 576 996 161 263 393 560 768 1327. 1.513 1.513 ' 1513 11.513.712.115.3!4.7111.7 7`1. 1I i1513', 1.513 r1.513.7 2.115.3 2.917.3 4.7111.7 1513 '1,513, 1.513112.115.3 2.917.3 4.7111.7 Total Load values are limited by shear,moment or deflection equal to L/180.Total Load values are Table values for Minimum Required Bearing Lengths are based on the allowable compression the capacity of the beam in addition to its own weight. design value perpendicular to grain for the beam and the Total Load value shown. Other design • Live Load values are limited by deflection equal to LI240.Check the local building code for other considerations,such as a weaker support material,may warrant longer bearing lengths. Table deflection limits that may apply. . values assume that support is provided across the full width of the beam. • Where a Live Load value is not shown,the Total Load value will control. For 2-ply,3-ply or 4-ply beams;double,triple or quadruple Allowable Total Load and Allowable Live • Table values represent the most restrictive of simple or multiple span applications. Span is Load values. Minimum Required Bearing Lengths remain the same for any number of plies. measured center to center of the supports. Analyze multiple span beams with the BC CALC®soft- 1 ware if the length of any span is less than half the length of an adjacent span. /4 inch members deeper than 14 inches are to be used as multiple-member beams only. • Table values assume that lateral support is provided at each support and continuously along the This table was designed to apply to a broad range of applications. It may be possible to exceed the compression edge of the beam. limitations of this table by analyzing a specific application with the BC CALC®software. ' VERSA-LAM°_Columns The same properties that make VERSA-LAM® beams great, also make them highly suitable for wood columns. In VERSA-LAM® columns, you'll find none of the deep checks, cracks or twists that can plague solid wood columns. VERSA-LAW 1 .7 2650 Columns Column 4 Allowable Axial Load Ib ' f Length 3'/"x 3'/" 3'/2"x 51/" 3'/Z"x 7" 5'/"x 5'/," rno 5'/4"x 7" 7"x 7" Iftj 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% 115% 125% 100% 115% 125% 4 14,530 15,870 16,680 21,800 23,820 25,040 29,080 31,780 33,390,790 6 9,600 10,400 10,710 14;800 15,610 "16;090 19,740 20,830' 21_470 32,690 135,710 37,530 7 8,110 8,480 8,690 12,170 12,740!13,060 16,240 16,980�17,420 28 31,150 32,440 � 8 6,740 7,010 7,160 10,120 10.520 10,760 13,510!14,040 114,350 25,360 26,980 27,930 33,846(36,000 37,270 5,670 r 5,870 1 5.980 _8,520 8,820 8,990 11,370 11,760 11,990 22,180 i 23,400 24,110 29,600 31,230 32180 10 4,830 4,980 5,070 7,260 7,480 7,610 9,680 9,980 10,150 19,450 20,390 20,940 25_950 27,210 27 95.0 11 4,160 4,270 4,340 6,250 6,420 6,520 8,330 8.560 8,700 17,130 `17,880 18,310 22,870 23,870 24,440 -- 12 3,610 3,700 3,760 5,430 5,560 5,640 7,240 7,420 7,530 15,170 15,770 16,120 20,250 21,040 21,510 13 _3,170_ 3,240 _3,280_ 4,760 4,870 4,930 6,350 6,490 6,580_ 13,510 14,000 14,280 18,030 18,68_0 _19,050 _14 2,800 2,850 2,890 4,200 4,290 4,340 5,600 5,720 5,790 12,090 12,490 12,720 16,140 16,670 16,980 32,430 33,920 34,800 _� 10,880 11,210 11,400 1_4,520 14,9_70 15,220 29,540 30,800_ 31,510 16 - 9,830 10;110 10,270 13,120�13,500 13,710 26,980 28,040 28,660 17 8,930 9,160 9,300 11,910 12,230 12,410 24,720 25,630 26,140 18 8,140 '8.340 8,450 10,860 11,130 11,290 122,710 23,490 23,950 19 7,440 7,620 7,720 9,940 10,170 10,300 20,930 21,610 22,000 -20 _ _ 6,840 6,990 7,0_7_0 9,120 9330 9,440 19,340_ 19,930 20,280 21 _ 6,300 6,430 6,500 8,400 8,580 8,680 17,920 18,4401 18,740 22 16,650 17,100 17,370 23 15,500 15,910 16,140 24 Fi4,470 14,830 15,030 s 'Allowable Design Sthasses _' ' Notes _ 1) Table assumes that the column is braced at column ends only. Effective Modulus of Elasticity: E=1.7 x 106 psi column length is equal to actual column length. -------•-------------------------------------------- ---------------------------- 2) Allowable loads are based upon one-piece(solid)column members used Flexural Stress: F '�psi in dry service conditions. Contact project's design professional of record or b=2650 12/d( ) P Boise EWP Engineering for multi-piece column design. --------- - -- --- 3) Allowable loads are based on an eccentricity value equal to 0.167 multiplied Compression Parallel to Grain: Fcff=3000 psi by either the column thickness or width(worst case). 4) Allowable loads are based on axial loaded columns using the design Compression Perpendicular to Grain: F +=450 psi provisions of the National Design Specification for Wood Construction p P c P (NDS),2001 edition. For side or other combined bending and axial loads, - -------------------- -- --- see provisions of NDS,2001 edition. Tension Parallel to Grain: Ft=1650 psi 5) Load values are not shown for short lengths due to loads exceeding common connector capacities. Load values are not shown for longer lengths if the controlling slenderness ratio exceeds 50(per NDS). 6) Lateral loads(wind loading)are not considered in this table. i 77 1/EP►�S.TJYD°�X.7 2650 ...- s7?'.-7 77.;.�. ..:�."�. ...... �"'✓.. ^ri-x.,,,;y. :".:'�+F.J yw,. B:.rt s�'"".nY,. �`...'...�� '<..'.yn ,G. -.?*.e. `r.-..,sY'; Allowable Design Values -Compression Modulus of Horizontal °»�-Ba d' Parallel to Grain_ Elasticity Shear g ty Product ,�"j' :';.� Fb IPs7.. = Fa IPs7 3 E[Osi] F�LPsll VERSA-STUDS 1.7.;2650; 2650. _ 3000., 197000000 285 e _ Spruce Pine Fir(North)#1 /2 Grade 875 1150 1,400,000 135 Hem-Fir#2 Grade 850 1300 1,300,000 150 Western Woods#2 Grade 675 900 1,000,000 135 Notes: • Design values are for loads applied to the narrow face of the studs. Repetitive member and size factors have not been applied. • Dimension lumber values taken from 2005 Edition,NDS Design Values for Wood Construction(per 2006 IBC/IRC). VERSA-LAM°Allowable Nailing,and Design Values Closest Allowable Nail Spacing Nailing Parallel t0 Glue Lines VERSA-LAM@ & . O Products (Narrow Face) 3 Nailing • +} Pe Nailing Parallel'to Glue Lmes(Narrow Face)t'f- to Glue lue Lines- 9 ce (Wide Fe Nail Size VERSA UUdm z VERSA-RIM° 1.41800 Rimtioard VERSA-LAMs VERSA-LAW X j 1'Hs 1'la' Nli _3112*&Wider_ All Products, t O.C. End O.C. End ' O.C. End O.C. I End O.C..` End 4 [inches] [inches] [inches] [inches] [inches] [inches] [inches] i [inches] [inches] [inches] 8d Box 3 1'1h 3. 1'1h 2 1 2 1 1 2 '1h 8d Common 4 3 3. 2 3 -2 2 1 2 1 M 10d&12dBox 4 3 3 2 - 3 2 2 1 2. 11 Nailing Perpendicular to 16d Box 4 3 3 2 3 2 2 1 2 1 Glue Lines (Wide Face) 10d&12d Common 6 4 4 3 1 4 3 2 2 2 2 Nailing Notes 1) For 11/a"thickness and greater,2 rows 16d Sinker.. 6 4 4 3 4 3 2 2 2 2 of nails(such as for a metal strap)are 16d Common - 6 4 6 t 4 6 1 3 - 2 2 2 2 allowed(use'/2"minimum offset between • Offset and stagger nail rows from floor sheathing and wall sole plate. rows and stagger nails). • Simpson Strong-Tie A35 and LPT4 connectors may be attached to the side VERSA-LAM®/VERSA-RIM®.Use nails as specified by Simpson Strong-Tie. ,VERSA LAM,.Design_Va.lues. . Allowable Allowable Moment Allowable Allowable Moment Width Depth' Weigght. Shear Moment' of Inertia ;- Width Depth Weight,. Shear Moment of Inertia Grade_. in In lblft b ,,,:.y [ft-lb] Grade. [in]:--;, [In .e. lb/ft [lb] ft-lb] [ina j 3'/2 1.5 998' . 776 5.4 5'/• 8.0 5237 6830 63.3 5'/2 8.4 5486 7457 72.8 Q N 1'/2 5'/2 2.4 1568 1821 20.8 7Y, 11.0 7232 12566 166.7 - W 7% 3.2 2066 3069' 47.6 9'/< 14.1 9227 19908 346.3 -r 3'/2 1.8 1164, 1058 6.3 9% 14.5 9476 20937 375.1 5'/2 2.8 1829 2486 24.3 11% 17.1 11222 28814 622.9 I 7Y< 3.7 2411 4189 55.6 5/e 11Ya 18.1 11845 31913 732.6 9'/• 4.7 3076 6636 115.4 _ - - r 9'/2 4.8 3159 6979 125.0 c 14. 21.3 13965 43552 1200.5 3 + 16 24.4 15960 56046 1792.0 1 /a 11/, 5.7 3741 9605 207.E '. � ' 11% 6.0 3948 10638 244.2 ri 18 27.4 17955 70011 2551.5 j _0 14 7.1 4655 14517 400.2 2 20 30.4 19950 85428 3500.0 r r' 16 8.1 5320 18682 597.3 5 24 36.5 23940 120549 6048.0 ® 18 9.1 5985 23337 850.5 UY g24 12.2 7980 40183 2016.0 w ." 9'/, 16.6 12303 26544 461.7 Q 5'/2 5.6 3658 4971 48.5 9'/2 17.1 12635 27916 500.1" w T/s 7.4 4821 8377 111.1 11% 20.2 14963 38419 830.E j 9% 9.4 6151 13272 230.8 9'/2 9.6 6318 13958 250.1 11'/s 21.4 15794 42550 976.8 11% 11.4 7481 19210, 415.3 7 14 25.2 18620 58069 1600.7 3h 11%a 12.1 7897 21275 488.4 f, 16 28.8 21280 74728 2389.3 14 14.2 9310 29035 800.3 18• `32.4 23946 93348 3402.0 16 16.2 10640 37364, 1194.7 18 18.3 11970 46674 1701.0 20 36.0 26600 113904 4666.7 20 20.3 13300" 56952 2333.3 a 24 43.2 31920 160732 1 8064.0 `Modulus of Horizontal Tension Parallel} Com ression, Pe�rpe dl;u ar toj Pe Equivalent 1 Gravity for Elasticity Bending Shear to Grain Parallel to Gram - ram SFas Fastener Design Design Property Grade.:} E x I '. Fb( si)("') F, Psi I2i'f F,(Psi l2s) F." Psi lzf F,. Psi(1)(e) , (SG) i d VERSA-LAM®Beams 2.03100 2.0 3100 285 2150 3000 750 0:5 VERSA-LAM®Columns&Studs 1.72650 1.7^ 2650 285 1650 3000 750 0.5 1. This value cannot be adjusted for load duration. 5. Tension value shall be multiplied by a length factor,(41)"1 where L= 2. This value is based upon a load duration of 100%and maybe adjusted for other load durations. member length[ft]. Use L=4 for members less than four feet long. 3. Fiber stress bending value shall be multiplied by the depth factor,(12/d)19 where d=member 6. Stress applied parallel to the gluelines. depth[in]. Design properties are limited to dry conditions of use where the 4. Stress applied perpendicular to the gluelines. maximum moisture content of the material will not exceed 19%. tS�!,e E'!VP•EaSefn Stlec APi GwOe•Fab 200o,;teissued plpol 207 APVC Guide to.Wood Constr•cr.ctioir hi High Wind Areas: 110 ncph Wilr(1 Zone Massachusetts Checklist fot• Comj).hance (78o en'f.R 5301.:2.1.1)' LLJ Check Compliance 1.1 SCOPE WindSpeed (3-sec. gust)................................................................... ................................................ 110 mph WindExposure Category......•........................................................... ..:.........................................•.•.. ...........B Wind Exposure Category................Engineering Required For Entire Project .................................... ..0 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) 2. stories 5 2 stories ✓ Roof Pitch • 2 .:.........................................................:...(Fig 2) ......................................... Z• s12.12 ✓ Mean Roof Height (Fig 2)............................................ ft s 33' BuildingWidth, W ............................................:............. _ .(Fig 3)................................................. ft 15 80' v BuildingLength, L ................................•......................... (Fig 3)....................•...•........................2A�_ft.e 80' Building Aspect Ratio (L(W) .................:.............................(Fig 4)............•.......................... ......... �s 3:1 !/ Nominal Height of Tallest Opening ................:..................(Fig 4)..................................... 5 6'8 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2).....:...........•...................:........:................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..................:.................................................:......................................................... ConcreteMasonry ..................................................................... ..............................................:................ 2.2 ANCHORAGE TO FOUNDATION"'. 5/8"Anchor Bolts-imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ...................................:.(Table 4).:.......:........................ in•......r.. Bolt Spacing from end/joint of plate ..........................:...(Fig 5).......•..........:.................( -f Z-in. 5 6"-12",. Bolt Embedment-concrete............................................(Fig 5)'.....................................:............�- in. z 7" ...........(Fig 5 i.•................•........I... in. >_ 15" - Bolt Embedment-masonry.:......:.........:.............. ( 9 )•••••••••••• ✓ PlateWasher.................•...............................................(Fig 5).......................I......,...............>3.,x 3.,x,�„ 3.1 FLOORS Floor-framing member spans checked-..•.............................(per 780 CMR Chapter 55)...........................<.12 Maximum Floor Opening Dimension....:..............................(Fig6 ................................. `jt_ 12 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)...............:.............. ........ ✓ Maximum PloorJoist'Setbacks Supporting Loadbearing Wallss or Shearwall................(Fig 7).....................................................Aft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls•or Shearwall..::............(Fig 8)..................................................... D ft 5 d Floor.Bracing at Endwalls.........:...........................................(Fig 9).....•............:................ ........I.................. .... Floor Sheathing Type ..::............................I.........................(per 780 CMR.Chapter 55)....................... Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)....:....I............. C in. ✓ Floor Sheathing Fastening.....................................•............(Table 2)..�d nails at m edge i1r.in field 4.1 WALLS Wall Height r Loadbearing walls....... ............................................(Fig 10 and Table 5)............................ ft _< 10, Non-Loadbearing walls .... ...................................(Fig 10 and Table 5)........................r.-W ft 5-20' �- Wall Stud Spacing. ......................................................•.(Fig 10 and Table 5)...................�in. 5 24".o.c. 10 Fi s7 &8 ft 5d ✓ WallStory Offsets ' ..................................................... ( g )......................... ` 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls.........................•....................,.........(Table 5')........ ..................2x -�'i ft O in: Non-Loadbearing walls .................................:.......:......(Table 5)...............:..........•...2x -eft O in. a Gable End Wall Bracing Full Heidht Endwall Studs..........:..... ..........................(Fig 10)................................ .:....... WSP-Attic Floor Length.................. (Fig 11)........................I........ . . .......................... Gypsum Ceiling Length(if WSP not used)....................(Fig 11).......................... ft z 0.9W ✓ and 2.x 4 Continuous Lateral Brace.@ 6 ft. o.c. .. (Fig 11).:.....................................................:..... ✓ or 1 x 3 ceiling furring strips @ 16"spacing min. with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length ..................................................(Fig 13 and.Table 6)......................................... ft . AIVC Gi.dde to Wood Coi,strr.,ctio,r ii, Hirrh Hlitnd,,Ireas: I10 ntph I-Vit,d Zo/Ie - 1���Isszcl7trsetts Cllec.itlist for Compliance (780 CnIR5301.2.1.1�' Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Tables 7) ........................ 2 ✓ Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table 8)....................................................... 2- Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. ft (o In. <11' ✓ Sill Plate Spans .1......................................:................(Table 9)..................................� ft G in.5 11' !L— Full Height Studs(no. of studs).............:......................(Table 9)................,...............................;......_7 Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................. Sft c in. 512' ✓ Sill Plate Spans.... .......................................................(Table 9)..................................eft *n. 5 12" . v Full Height Studs (no. of studs).:..................................(Table 9)....................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Tallest Opening2 ...................................................I.................d�G�! ..G_ES 6181, t/ Sheathing Type..............................................(note 4)............................................F747wumwJ Edge Nail Spacing.:.............. ........I...............(Table 10 or note 4 if less)..................,.....in. FieldNail Spacing..........................................(Table 10).......:.........................................: in. Shear Connection (no, of 16d common nails)(Table 10).......................I........................... /[� y Percent Full-Height Sheathing . . Table 10 .................................................... 5%Additional Sheathing for Wall with Opening > 6'8"(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest O enin 2 ............ W'►..G •Q 5 6'8" ✓ SheathingType..............................................(note 4)...............................I................ Edge Nail Spacing....................:....................(Table 11 or note 4 if less)........................Fe_in. - v Field Nail Spacing...........................................(Table 11)................,................................. I1 in. Shear Connection (no. of 16d common nails)(Table 11).......................................................'5. . Percent Full-Height Sheathing.......:................(Table 11).......:.........................................,,. % 5%Additional Sheathing for Wall with Opening> 6'8" (Design Concepts).,.................. WallCladding Rated for Wind Speed?............................................................... ............................................................... 4o— 5.1-ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang .....(Figure 19) I.s ft 5 smaller of 2'or U3 ✓ ...............I.............................. . . _ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)......:.....................................Ul_!�jplf ✓ Lateral.....................................:.......(Table 12).........................,...................L= 7r. plf _ Shear............................:............. ...(Table 12)............................................S=— plf . ✓ Ridge Strap Connections, if collar ties not used per page 21.., (Table 13)...............................T=11-f-plf ✓ Gable Rake Outlooker...........................................(Figure 20) ............._L ft 5 smaller of 2'or U2 i/ Truss or Rafter Connections at Non-Loadbearing Walls �1 Proprietary Connectors Uplift................................................(Table 14)............................................U= Ib. Lateral(no. of 16d common nails)...(Table 14)........:...............................L= 0lb. r/ Roof Sheathing Type.......:..........:...............I................(per 780 CMR Chapters 58 and 59) ............ v' Roof Sheathing Thickness.....................................:..... ............................................ in. _: 7/16"W 4P ✓ Roof Sheathing Fastening............................................(Table 2)........................................I...... ,�.....�a_ Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR-5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and.hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold.Downs per Figure 18a and Figure 18b ✓ 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing 'requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-gr6de. AYY'C Gtrirle to YY bod Construction an Ili,( )-Mild Areas: .110 iliph 14"ind Zone i , - '' 80 CN1R 5301.2-I'l 11�assacl�usefts Cl�c•cl�l�sf for C`ompl7a71cc, (7 ) a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16" and be installed as follows: i. Panels shall be installed with strength axis parallel to studs, ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top. plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection: a) new house or horizontal addition—required if project is 1 mile or closer to shore (generally, south of Rte.28 or north of Rte. 6) b)vertical addition—not required unless there is extensive renovation to the first floor c)replacement windows—needs energy conservation compliance only(chap 93). 6. Wood Frame Construction Manual (WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)web0e. / -WHEN THn EDGE RESTS ON FRAMING USE Ed NAILS AT Voxc 11 Li 11 IJ . ii li ii i ; w _ r 1 1 1, 1 C7 a it ii 11 +' i I fX l �5� , f4 I ' it 11 ~ h d 11 � �i i'i � � � i i .• a �d. , 1 i. N 11 W i i i i a i i FRAMING MEMBER EDGE S •'1 �i 6+lTERMFDlA7E w 11 w it 11 I,.< 11 d G IJ :Lr is if iIW 1 -ii., --'Jt r 3+MYd --- STAGGERED OLE EDGE , TIAIL PATTERN 4 PANEL PANE+--EDGE L" DOUBLE"L EDGE SPACYqG DETAL See Detail on Next Page Detail Vertical and Horizontal Nailing Vertical and Horizontal Nailing for Panel Attachment for Panel Attachment .PURCHASE AND SALE AGREEMENT From the Office of: Jeffery Johnson,Esq. 1550 Falmouth Road Centerville,MA 02632 (508)790-5776;775-1945 fax This day of July,2009 1. PARTIES OCTAVIUS A.ORBE and ELEANOR C.ORBE,of 241 Mountain Road,Ridgewood,NJ 07450 AND MAILING hereinafter called the SELLER,agrees to SELL and ADDRESSES DANIEL M.LEWIS AND BERTHA E.LEWIS,of 332 Whitney Street,Northborough,MA 01532 hereinafter called the.BUYER or PURCHASER,agrees to BUY,upon the terms hereinafter set forth,the following described premises: 2. DESCRIPTION The vacant land located at 269 Main Street,Centerville,MA as further described in a deed recorded in (fill in and include the Barnstable County Registry of Deeds Book 4965,Page 30. title reference) 3. BUILDINGS, N/A—VACANT LAND STRUCTURES, IMPROVEMENTS, FIXTURES (fill in or delete) 4. TITLE DEED Said premises are to be'conveyed by a good and sufficient quitclaim deed running to the BUYER,or to (fill in) the nominee designated by the BUYER by written notice to the SELLER at least seven (7) days Include here by specific before the deed is to be delivered as herein provided,and said deed shall convey a good and clear reference any restric- record and marketable title thereto,free from encumbrances,except tions,easements,rights (a) Provisions of existing building and zoning laws; and obligations in party (b) E.sting rights and bligatie in,,.,..«., ns whieh a t the subject ef this walls not included in(b), (c) Such taxes for the then current year as are not due and payable on the date of the delivery of leases;municipal and such deed; other liens,other encum- (d) Any liens for municipal betterments assessed after the date of this agreement; brances,and make pro- (e) Easements,restrictions and reservations of record,if any,so long as the same do not prohibit vision to protect or materially interfere with the current use of said premises; SELLER against *(f) BUYER's breach of covenants in leases,where necessary 5. PLANS If said deed refers to a plan necessary to be recorded therewith the SELLER shall deliver such plan with the deed in form adequate for recording or registration. 6. REGISTERED In addition to the foregoing,if the title to said premises is registered,said deed shall be in form sufficient TITLE to entitle the BUYER to a Certificate of Title of said premises,and the SELLER shall deliver with said Deed all instruments, if any,necessary to enable the BUYER to obtain such Certificate of Title. 7. PURCHASE PRICE The agreed purchase price for said premises is NINETY FOUR THOUSAND AND 00/100 (fill in);space is ($94,000.00) Dollars,of which allowed to write out the amounts $ 9,400.00 have been paid as a deposit this day and $ 00.00 paid upon signing of Offer to Purchase $ 84,600.00 are to be paid at the time of delivery of the deed by certified,cashier's, treasurer's or bank check(s),or Massachusetts attorneys IOLTA check.Drawn on collected funds $94,000.00 TOTAL J .'IME FOR Such deed is to be delivered 5 days after the building permit is issued but no later than August 14,2009,at PERFORMA14CE, which time if the Buyers do not have the permits and choose not to close,all deposits will be returned DELIVERY OF forthwith and the Sellers will be free to sell the property to other buyers. Deed will be delivered at the DEED(fill in) Barnstable County Registry of Deeds,unless otherwise agreed upon in writing. It is agreed that time is of the essence of this agreement. 9. POSSESSION AND Full possession of said premises free of all tenants and occupants,except as herein provided,is to be CONDITION OF delivered at the time of the delivery of the deed,said premises to be then(a)in the same condition as PREMISES they now are,reasonable use and wear thereof excepted,and(b)not in violation of said building and (attach a list of zoning laws,and(c)in compliance with provisions of any instrument referred to in clause 4 hereof. The exceptions,if any) BUYER shall be entitled personally to inspect said premises prior to the delivery of the deed in order to determine whether the condition thereof complies with the terms of this clause. 10. EXTENSION TO If the SELLER shall be unable to give title or to make conveyance,or to deliver possession of the PERFECT TITLE premises,all as herein stipulated,or if at the time of the delivery of the deed the premises do not conform OR MAKE with the provisions hereof, then any pa)qnents made under-this agreement shall be fe#dwAth refunded and- PREMISES all other-obligations of the par-ties hereto shall cease and this agFeemeat shall be veid-i.vidheut F-e-e-eurse to CONFORM, ETC. The parties he«et^ ^^lev the SELLER elects shall use reasonable efforts to remove any defects in title, or to deliver possession as provided herein,or to make the said premises conform to the provisions hereof, as the case may be,in which event the SELLER ER shall give y—We n netice thereof tt^the BUYER at e befere the time fer perfe*=anee hereunder-,and thereupon the time for performance hereof shall be extended for a period of up to thirty(30)days. Reasonable efforts shall not require the SELLER to expend greater than$3000.00 to clear any nonfinancial title issues pursuant to this clause. 11.FAILURE TO If at the expiration of the extended time the SELLER shall have failed so to remove any defects in title, PERFECT TITLE deliver possession,or make the premises conform,as the case may be,all as herein agreed,or if at any OR MAKE time during the period of this agreement or any extension thereof,the holder of a mortgage on said PREMISES premises shall refuse to permit the insurance proceeds,if any,to be used for such purposes,then any CONFORM,ETC. payments made under this agreement shall be forthwith refunded and all other obligations of the parties hereto shall cease and this agreement shall be void without recourse to the parties hereto. 12. BUYER'S The BUYER shall have the election,at either,the original or any extended time for performance,to accept ELECTION TO such title as the SELLER can deliver to the said premises in their then condition and to pay therefore the ACCEPT TITLE purchase price without deduction,in which case the SELLER shall convey such title,exeept that in eveRt of sueh eenveyanee in aceer-d with the pr-eVjs:.A4v;Af thi.,;nlm se,if the said premises shall been damaged by fffe or-easualty insured against,then the SELLER shall,unless the SELLER has igma-t0 th2-BUIVE&,ea dE1arej vf-the deed,all-amounts-ieevrcrca vrZccvrciab xce_;_AN,e e-i-in*-e-f-sueh insur-anee,less any amounts r-eas enably e-xp ended by the SELLER feFany paFtial e deed,(b) if a holder ef a meftage on said premises shall not pemift the insuFanee preceeds or a paFt -liereof te be used to restore the said premises to their-fiffiner eendifien or to be so paid ever equal te said ameuRts to r-eeever-ed er-reeever-abie and retained by the holder ef the said meftgage less any ,nts« nably eKpea e.7 by the SELLER E for-any Partial«este«.,tie« 13. ACCEPTANCE The acceptance of a deed by the BUYER or his nominee as the case may be,shall be deemed to be a OF DEED full performance and discharge of every agreement and obligation herein contained or expressed,except such as are by the terms hereof,to be performed after the delivery of said deed. 14. USE OF To enable the SELLER to make conveyance as herein provided,the SELLER may,at the time of delivery MONEY TO of the deed,use the purchase money or any portion thereof to clear the title of any or all encumbrances or CLEAR TITLE interests,provided that all instruments so procured are recorded simultaneously with the delivery of said deed,except that discharges of mortgages held by institutional lenders may be recorded post closing in accordance with local conveyancing custom and practice. r 'INSURANCE Until the delivery of the deed;the SELLER shall maintain insurance on said premises as follows: *Insert amourit Type of Insurance Amount of Coverage (list additional types of insurance (a)Fire and Extended Coverage *$ N/A and amounts as (b) agreed) 16. ADJUSTMENTS Ce'ueeted rents meftgage interest, ate and sewer-use^>,^ epeFating expenses(if any)aeoer-ding to (list operating ex- the sehed•'e attae,,ea h ete- -r t a Lelawi an Taxes for the then current fiscal year,shall be ap- penses,if any,or portioned and the fuel value shall be adjusted,as of the day of performance of this agreement and the net attach schedule) amount thereof shall be added to or deducted from,as the case may be,the purchase price payable by the BUYER at the time of delivery of the deed. s for.the etiffent rental period sha l be apt.eFzaon.. d if and when eelleeted by either-party. 17. ADJUSTMENT If the amount of said taxes is not known at the time of the delivery of the deed,they shall be apportioned OF UNASSESSED on the basis of the taxes assessed for the preceding fiscal year,with a reapportionment as soon as the AND new tax rate and valuation can be ascertained;and,if the taxes which are to be apportioned shall there- ABATED TAXES after be reduced by abatement,the amount of such abatement,less the reasonable cost of obtaining the same,shall be apportioned between the parties,provided that neither party shall be obligated to institute or prosecute proceedings for an abatement unless herein otherwise agreed. 18. BROKER'S FEE A Broker's fee for professional services of$9,400.00 is due from the SELLER to Cape Cod RE Corp. (fill in fee with d/b/a Century 21 Cobb Real Estate the Broker(s)herein only upon delivery of the deed and payment of dollar amount or the purchase price to SELLER,but if the SELLER pursuant to the terms of clause 21 hereof retains the percentage;also deposits made hereunder by the BUYER,said Broker(s)shall be entitled to receive from the SELLER an name of Brokerage amount equal to one-half the amount so retained or an amount equal to the Broker's fee for professional firm(s)) services according to this contract,whichever is the lesser. 19. BROKER(S) The Broker(s)named herein Cape Cod RE Corp.d/b/a Century 21 Cobb Real Estate WARRANTY warrant(s)that the Broker(s)is(are)duly licensed as such by the Commonwealth of Massachusetts. I 20. DEPOSIT All deposits made hereunder shall be held in escrow by Cape Cod RE Corp.d/b/a Century 21 Cobb Real (fill in name) Estate as escrow agent subject to the terms of this agreement and shall be duly accounted for at the time for performance of this agreement. In the event of any disagreement between the parties,the escrow agent may retain all deposits made under this agreement pending instructions mutually given by the SELLER and the BUYER. 21. BUYER'S If the BUYER shall fail to fulfill the BUYER's agreements herein,all deposits made hereunder by the DEFAULT; BUYER shall be retained by the SELLER as liquidated damages tmless within Wrty days after-the time DAMAGES fer-pe in—nmese eft-b-is agreement or any exteasienhefeef,the SELLER other-wise notifies the BUYER writing.-and this shall be the SELLER's sole and exclusive legal or equitable remedy for any default by the BUYER under this Agreement. The parties acknowledge and agree the SELLER has no adequate remedy in the event of BUYER's default.The SELLERS and BUYERS agree that the deposit made under the Purchase and Sale Agreement is a reasonable estimate of the loss SELLER would incur if BUYER were to breach this Purchase and.Sale Agreement,including,without limitation,any losses which could result from SELLER's inability to resell the premises for the same or different agreed price due to any number of any presently undeterminable factors,whether or not any such losses are actually incurred by the SELLER's. The parties agree said deposit represents damages and not a penalty against BUYER. 22. RELEASE BY The SELLER's spouse hereby agrees to join in said deed and to release and convey all statutory and HUSBAND OR other rights and interests in said premises. WIFE 23. BROKER AS The Broker(s)named herein join(s)in this agreement and become(s)a party hereto;,insofar as any PARTY provisions of this agreement expressly apply to the Broker(s),and to any amendments or modifications of such provisions to which the Broker(s)agree(s)in writing. 1N •' 7 TA' �(��' } T�,`1 �1t� � �} p per} 1� t� r1}�} � n». LL�'{�p "LLAB T Q Ifft SFJJ-Jil\Vi Ryv�Fii tixi.Zi&trnt�ii�iS tiPi iGlfL�111�11PG PGSPG1ILiLL�1�G�1J1 fi�1����1�1c �4aC �cTI� full+M ,� 1 RUSTEE, principal or the estate represented shall be bound,and neither the SELLER or BUYER so executing,nor SHAREHOLDER any shareholder or beneficiary of any trust, shall be personally liable for any obligation,express or BENEFICIARY, ETC, implied,hereunder. 25. WARRANTIES The BUYER acknowledges that the BUYER has not been influenced to enter into this transaction nor has AND he relied upon any warranties or representations not set forth or incorporated in this agreement or REPRESENTATIONS previously made in writing,except for the following additional warranties and representations,if any, (fill in);if none,state made by either the SELLER or the Broker(s): NONE "none";if any listed, indicate by whom each warranty or represen- tation was made 26. MORTGAGE In order-to help&aaee the aequisition of said premises,the BUYER shall apply for-a ceiwentional b CONTINGENCY or other-instk +' nal meAgage lean f y CLAUSE tenns and gent fates, fer sueh lean cannot be obtained en e (omit if not provided for in Offer to F�he a a, t- agreement L nsal be F�w i fi a a a „ .h ef Purchase) ebligatiens of the pai4ies hereto shal4 case and this agFeement shall-be void without reeourse to paFfies herete. In no event will the BLWER be deemed to have used diligent eff-efts to ebtain Sueb— pr�err-before ,2006. 27. CONSTRUCTION This instrument,executed in multiple counterparts,is to be construed as a Massachusetts contract,is to OF AGREEMENT take effect as a sealed instrument,sets forth the entire contract between the parties, is binding upon and enures to the benefit of the parties hereto and their respective heirs,devisees,executors,administrators, successors and assigns,and may be canceled,modified or amended only by a written instrument executed by both the SELLER and the BUYER. If two or more persons are named herein as BUYER, their obligations hereunder shall be joint and several. The captions and marginal notes are used only as a matter of convenience and are not to be considered a part of this agreement or to be used in determining the intent of the parties to it. 28. LEAD PAINT N/A LAW 29. SMOKE/CARBON N/A MONOXIDE DETECTORS 30. ADDITIONAL The initialed riders,if any,attached hereto,are incorporated herein by reference. PROVISIONS See Rider A attached. Subject to Buyer receiving a Building Permit for a house with a 24'x 38'foundation in the same location as presently approved,with at least 912 square feet of finished interior space on the First Floor,The parties agree that Buyer to orally summit,but in an informal manner,a proposal to the Town of Barnstable Conservation Commission at its upcoming meeting on July 14,2009 in order to receive approval to change two aspects of the existing Building Permit,namely, 1)The floor plan to be similar in concept to the Plan presently approved,with a configuration including a Master Bedroom and Bath on the first floor,and 2)with the driveway in a different location.Should the Commission fail to informally approve such proposal within 10 days of July 14,2009,Buyer may terminate this agreement by serving written notice to Seller and the Broker prior to expiration of such 10 days,whereupon any payments made under this agreement shall be forthwith refunded,and all other obligations of the Parties hereof shall cease and terminate,and this Agreement shall be void and without further recourse of the Parties hereto. FOR RESIDENTIAL PROPERTY CONSTRUCTED PRIOR TO 1978,BUYER MUST ALSO HAVE SIGNED LEAD PAINT"PROPERTY TRANSFER NOTICATION CERTIFICATION" NOTICE-This is a legal document that creates binding obligations. If not understood,consult an attorney. 411 SELL SELLER BUYER BUYER Brokers) TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 267 Parcel �° Application'#C) Health Division 1 Date Issued ID n Gr / /, Conservation Division 5 ,3 ' �' Z 1.1�JD� ��� �. Application Fee 6 V 0 Tax Collector Permit Fee qb Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board 4 Historic-OKH Preservation/Hyannis Project Street Address 0,,60 q I _P w Village 42sr-i Owner Of TAQICQS 01K61 Address , 43 D Telephone 5 Permit Request tea' Square feet: 1 st floor:existingproposed 2nd floor:existing proposed Total new J:;I4- Zoning District Flood Plain (fp Groundwater Overlay Project Valuation 66, U b Construction Type Lot Size l ��a�l''���al� Grandfathered:NA Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family 0 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) 4o-j, Number of Baths: Full:existing new Half:existing newt Number of Bedrooms: existing new , Total Room Count(not including baths):existing new First Floor Room Count �. Heat Type and Fuel:�4 Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes )d No Fireplaces: Existing 9�--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 0 Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Us i Proposed Use BUILDER INFORMATION r Name_ nC r V f IAS A- f C E4PA% • ®K$P Telephone Number T ? � Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE f \ , FOR OFFICIAL USE ONLY APPLICATION# \ ' DATE\ ,SUED \ � MAP/P RCELNOell , \ ADDRESS . VILLAGE � OWNER A� . A . . f DATE OF INSPECTION: \ � \ FOUNDATION . FRAME INSULATION lFIREPLACE y % : ELECTRICAL: ROUGH FINAL. . * PLUMBING: ROUGH FINAL ` v , . $ . GAS: ROUGH FINAL— FINAL BUILDING % \ . . / . . � DATE CLOSED OUT ^\ � . . ASSOCIATION PLAN NO. . I/ T } �;� �. � •:—.�. eoox5695vece 274 23113 " +, - STATfi OF NEW ' WE, OCfAVID3 A.' OHBE 'and ELEAHOH' C: .OHBH'; ,husband and wile, ' as tenants by •the entirety, both of 241 Mountain Road,. Ri.dgewood, '.,,, ' Bergen Countyr'New Jersey 07450 and OCTAVIDS.,A, ORBH and ELHANOH County.of '1 't— Yt C. OHRE, Trustees of 0, F. Realty Trust, under Declaration of = r)-r 1987 ' M Trust dated , and recorded with Barnstable County Registry of Deeds in Book , page a, Then personally appeared the above named Octavius A. Orbs • ti _ Eleanor C. -`Orbe and- acknowledged the :.fore oin and .be .thier free act and. deed e !,fand g instrument 'to 4kY• b for consideration of ONH HUNDRBD T*O 'rH0U3AND FIVE HUNDRED AND "� aforesaid, .before me individually as Trustees.as a l rE 00/100//($/102r'50,0`.�0.0) DOLLARS paid, grant to "; �. 1 � -. SATE A, WHOULEY, individuallyr of 26 College Road, Yarmouth i J vl 111��\ (West), Barnstable County, Massachusetts '02673 ^ _ PBHLIC / a� 1�� •':x° NOTARY ��` *9 s �1. with QDITCLAIY COVENANTS, the 'land together,wlth� the buildiags� - � - - Jlr,,',, �Ih thereon, situated in Barnstable (Centerville), Barnstable County, My commission expires: ANAdt•17ITt1MlOotIdEYN1'FM7;•n� x• n Massachusetts, bounded and described as follows: FAITH I.MONEYPENNY My CammWlm E.PL—O t.1.190� A Notny Publm of New 1•reoy NORTHERLY by land now or formerly of Barbara .J.•Hearse .' MyC—L.1-ExvinsOci.1.1021 as -shown on plan :hereinafter.83.32 feet; , . mentioned,. - �q •��;,'t' .. —...i.:,:r. ' EASTERLY by land now or "formerly .of William and Helen „'•i," Twohig• and land now or'.formerly of Alan '�''-' packer, as shown on said plan, 124..95 feet a SOUTHERLY by Parcel B, shown on said plan, 132.il.feet; ^'' �I • WESTERLY by 'Parcel B, as shown on said plan 46.54 feet; ~" j• %ill. NORTHWESTERLY . by said Parcel B on .said plan, 48.91 feet;' ..•'•F ,{ : ` �{';',�?. �• WESTERLY by said Parcel B on said plan, 55.09 feet; '` llll,. SOUTHWESTERLY by said Parcel.B on said plan, 114.08 feet; °tk �' +" u:iwen;tt+q NORTHWESTERLY by South Main Street' 60 feet; and CANCELLED -'��(�� (�p p�r NORTHEASTERLY by land now or .formerly of Barbara J. Bearse d �G�111'J�lGL5L�1iaS'� C 1 I 1 as 'shown on said plan, 156.16.feet. 2 3 2.5 SI-_ ^ ' The above ,i `F••� �' v parcel of la¢d contains in area of 25�264,square.feet J - ' in' ( 1 of land and is shown as PARCEL A. on a plan of land`en�{'i£led o "Plan of Land in Centerville BARNSTABLE Mass. for LAURENCS W HEARSE, Date: September 7, 1982, Scale: 1 in. 40 ft.., .Eldred a .. Engineering Co., Inc. Reg. Civil .Engineers '&. Surveyors, 712 r•� ' .. .. / Main St., Hyannis, Mass.",which plan is duly filed' in the. w �/ Barnstable County Registry of,Deeds in Plan Book 368, Page 35. .� .- So much of said land as is.iacluded within the " Q "_:..away Easement" as net forth on a Plan of Land entitled' "Plan �of .Lead in 'Barnstable (Centerville), Mass. for Eleanor C. Orbe, 'date: Oct. 31, 1985, Eldredge Engineering, Co., -Inca; Civil Engineers & '':�� I r Surveyors, 712 Main Street, Hyannis, Mass.",. which said plan 1 is recorded with said deeds in Plan Bock'408, Page 39, is subject a' to an easement 'appurtenant to lot B5 as shown on .said plan, for ingress and egress to and from said Lot B5 and South Main F : 'Street, and for all purposes for which ways are commonly used Aft •:i, in the Town of Barnstable, Massachusetts, Said land is conveyed • with the benefit of an easement of way for I '.�. , y purposes of ingress -a_• and egress to and from the within granted prem s and South //�. Main Street in, over and upon so much of.said ' S,:,,.and �+ f �< as is:located within. the bounds.of Lot B5 as shown on said-imy last:hereinabove mentioned. it s` a 4M JAt +� ��'��'t�j� Yx;fyWF� Be '.Y• t, ','�,r�r�`Fyw{),+ _ Imo^//� �ti�s,'r MITNE33 our bands and.seals this �e day of•//� 1 P� to ��� .y 'r"�k�r F-- A • � �i as ca '� � r } z- OCTAV IUS A. ORBE 7a ri�"' ?.• ��'yr�;A'��' ��t1i + ::L�" (.-. Y/t-ram."— il 1 t rrt�•` •? t"r'n�,r _ELEANCR U. ORBE d a; ....-. .... ... ....... .. ., act, a .. ,'�'.+�� .�-rf ''•} 1 (3:fi"F � _.. . .._ - - - ... d BY rF AEAY TRUST i ..; • Y x L'y; xs �rnvlDs oRBE Trnate # � .�. RECORD@nar 187 �'��+ a".''A''i'`i•v �F �G*riw''np, t'SS.F ,�v`,E" y HANOR C-�'ORBB `�Trustes^' _ t} ( Ytz = h�s�� a `s '�1. .•'V 5 "'u.2n'sWt3 1 7°'Y•?,A. ,: 1 F._`t Y�� 2 2..'..F3,al ;47i +�y'�i_ �R••r'ta t �.. � F".k ��r? Locr•.-3689 wi 241 `rF t xnvjfti ttf1 En fry # �sexesEnts cF' Thai WE, LAURENCE W..BrARSE and JEAN McK. BEARSE, husband and wife, as tenants by the entirety, both of Lake Wale's,°Florida } . for the full consideration of $48,000.00 ' herebygritnt' unto OCTAVIUS A. ORBE and.ELEANOR C. , an ORBE husband d ifs, as teants•by the entirety, both o[ 241 Mountain Road, Ridgewood, Bergen County, , f New Jersey 07450, _ with gqttitrinim colte"UtItg� the land, together with the hniIdines thpreon. sirftatpcf. in Barnstable (Centerville), Barnstable County, Massachusetts•,. bounded and described as follows: NORTIIEkLY by"A and~now or formerly of Barbara J. Bearse, as-shown on plan hereinafter mentioned, 83.32 feet;- EASTERLY land now or formerly of William and. Helen Twohig andland.now lJ% or formerly ,oE Alan Packer, as shown on said plan, 124.95 ;,. feet, SOUTHERLY by Parcel 'B, shown-on said plan, 132.11 feet; wyr'; WESTERLY by .Parcel B, as shown on said plan, 46.54 feet; NORTHWESTERLY by said Parcel B on said plan; 48.91 feet; wEs,rFRLY by said Parcel Bon said lan,•55.09 feet; .' P ' SUIITIIWESTERLY by sai-d Parcel B on said , .08 feet; y South plan' 114 NORTHWESTERLY b So Main S•"' [rtet, .60 fee[; ,and i NORTHEASTERLY )by' land now or formerly of Barbara J. Bearse, as shown on said plan, 156.16 feet. R'l - - _ The above narcel or 'land contains an area of 2.5;26.4 snuarp fopr of land Pni ic 'sh PARCEL A on a .plan of* land entitled "Plan of Land in Centerville BARNSTABLE Mass. for I,AURIiNCE:W. BEARSE', f)atc: Sept. 7, 1982; Sca.l.e: .1 in. 40 ft., .Etdredge Engineering / Co., Inc. ReR. Civil Engineers-.& Surveyors;'712'Main S[:, Hyannis, Mass.", which plan is ,y'. • duly filed in the Barnstable County Registry of,Deeds.-in Plan Book 368, Page 35. -- Per title, sec deed from''Annfe E. Bearse to Laurence W. (fated Bearse and-Jean Mc K.cK.ed April 1 Bearse 'i.• p 8, 1966, recorded in Page County Registry of Deeds in Book 1332, Page 1035. i. rz Meaning and intending to release and, hearby releasing all rights of the grantors - in, over, under and upon said Parcel A of any kind or description whatsoe ver ever- m and ore Partioularl r y,. any rights of travel over any portion. of the premises-herein- „•r4, cnveyed to or from other land of the grantors. # gig our hand s and seal s n., this D ec 23rd day of ember A.D. 1982 t . W r STATEOF FLORIDA ' �tYtlilSth51Tt1i�4eT t Laurence W. Bearse W.v �t til iF��{LfB�tli'IIY@Eittte'. Polk., ss. December 23, 1982 '7 y Then personally �� t C 1 P Y appeared the �•- • LAURENCE W. BEARSE & JEAN kcK. BEARSE an McK. Bearse va, and acknowled ed the fore V their g >�i NstFument to be free act and deeat bCfrp+�� f710 '•'•, :.ntay rublic.Stet!of rlotida at tvKe e,14* /4(2 ���C. my.Coms iaion fsDirn OeL 3.1086 I' v: i Pub is M Y commission expires 0 J : 1C 0tiV.1FA r''.0F`ht A%'/`CP..U5ETTS f ..,y 1`tltt.tt+!e'et Tinr;t�ni''�- Q •• - y tn?�y O;_ _t_ r _• - J �^ . 1113= 108. ' } . RERUNSI1AR 11 ss -. Q6tfD31 y, t ¢1� m . r ... .... -.._......._:�. .. .........._.:....._.r...rr.•..:...�n.i _....� ".,•fir• .+':LLIR1iL BooK4965 PAGE 030 15451 QUITCLAIM DEED We, OCTAVIUS A. ORBE and ELEANOR C. ORBE, Trustees, of 0. F. Realty Trust, under a Declaration of Trust dated January 28, 1986, and recorded with the Barnstable County. Registry of Deeds in Book 4923, Page 23, both of 241 Mountain Road, Ridgewood, New Jersey 07450, for consideration of ONE DOLLAR ($1.00) paid, grant to OCTAVIUS A. ORBE and ELEANOR 'C. ORBE, husband and wife as tenants by the entirety, of 241 . Mountain Road, Ridgewood, New Jersey 07450, i with QUITCLAIM COVENANTS, The land, together with the .buildings thereon situated in Barnstable (Centerville), Barnstable County, Massachusetts, and more particularly shown as LOT B2 on a plan of land entitled, "Plan of Land in Centerville, Barnstable, Mass. for .Laurence W. Aearse . Date: June 13, 1983~ Revised: August 12, 1983 Scale l. in.= 40 ft. Eldredge Engineering Co. , Inc. Reg, Civil Engineers & Surveyors, 712 Main Street, Hyannis, Mass.", which said plan is duly recorded with Barnstable County Registry of Deeds in Plan Book 406, Page 42. For title, see deed recorded with said Deeds in Book 4923, Page 27. M / EXECUTED on this day of March, 1986. O. F. REALTY TRUST By, Octavius A. Orbe, ,Trustee Eleanor C. Orbe, Trustee STATE OF NEW JERSEY. GA- Bergen, Be: March , 1986 Then personally appeared the above-named Octavius A. Orbe and Eleanor C. Orbe, Trustees as aforesaid, and acknowledged the foregoing instrument . to be their free i and deed as said Trustees, before me Notary PWrbc.T.Mnn p s • My commission expires: My CA) 111iaoiun•xpiresOct. psi. opt REC�RG[�MAR 17 86 12/45i2006 16:11 FAX 5087710722 ttUUllKEAU AND bUUVKt;AU W.1VV[ E BOUDREAU AND BOUDREAU", LLP Attorneys at Law. I 396 NORTH STREET HYANNIS, MASSAC14USETTS 02601 Philip Michael Boudreau Mark H.Boudreau Telcphonc:(508)775-1085 Tdcfax:(508)771-0722 E=MAIL: phil@boudreaulaw.net September 11, 2006 Thomas Perry, Building Commissioner Barnstable Town Hall 367 Main Street Hyannis, MA 02601 Re: 269 South Main Street Centerville, Massachusetts Barnstable Assessor's Map 207,Parcel 097-002 Lot B-2, Plan Book 406, Page 42 Dear Mr. Perry: I represent the owners wners of the above-referenced property, Octavius A. Orbe and Eleanor C. Orbe, and would appreciate-it if you would confirm that the property has retained its status as a buildable lot. From record information, it appears that the lot was first created by an approval not required plan endorsed on August 16, 1983 and recorded in Plan Book 406, Page 42. At that time, locus was in an RC zoning district, which required a minimum of 15,000 . square feet in area (of which 70%- or 10,500 square feet -must have been contiguous upland), 20 feet of frontage and 100 feet of width. According to the plan, the lot contains 28,595 square feet of area, of which 11,300 square feet is contiguous upland, frontage of 93.98 feet and more than 100 feet of width. Therefore, it appears to have complied with the bylaw when created. At the time of its creation, locus was one of five adjoining lots held in common ownership, one of which was improved with a single-family dwelling. At the 1983 Fall Annual Town Meeting (approved on February 4, 1984), the zoning bylaw was amended to require that 100% of the minimum lot area be contiguous upland; and this rendered the lot nonconforming. At this time, locus was still held in common ownership with the four other lots. On February 28, 1985, the minimum area required for this zoning district was raised to 43,560 square feet. By approval not required plan endorsed December 9, 1985 (Plan Book 408, Page 39), two of the adjoining lots were combined as one lot. Thereafter, and until March 17, 1986, when locus was 13/15/2006 16:11 FAX 5087710722 13ULIVREAU AND BULI)k(hAU LE-JVV� conveyed into separate ownerslp, it was held in common ownership with three other lots, one of which was improved with a single family dwelling. Since that time, the combined lot referred to hereiziabove has been built upon for residential purposes other two lots are held in common ownership and are collectively improved with the d the original residence. Thus, at this time, of the five lots held in adjoining ownership as of. the zoning change which made locus nonconforming, there are a total'of three different j owners and two single family dwellings. i g. I would suggest I that M.G.L. Chapter 40A, Section 6, would have grandfathered u to three of the five lots for a period of five years from the date that they became p nonconforming. See Marinelli v. Board of A pals of Stou hton, 797 N.E. 2d 893 (2003), a copy of which decision is enclosed herewith for your reference. I would further suggest that Sections 240-91(B) and (C)of the Barnstable,Zoning Ordinance were collectively intended to give such protected lots permanent grandfathering status to the extent they were placed in separate ownership within the five year protected period. A number of years ago,your predecessor, Ralph Crossen, issued an opinion that the lot had retained its buildable status.. On the basis of the above, can you confirm this as well? If you have any questions or need any further information, don't hesitate to contact me. Thank you for your assistance in this matter. Sincere PMB/hcg P iltp D�dael Boudreau Enclosure 5004965pa 030 _ 15451 QUITCLAIM DEED We, OCTAVIUS A. ORBS and ELEANOR C. ORBE, Trustees of O. F. Realty Trust, under a Declaration of Trust dated January 28, 1986, and recorded with the Barnstable County Registry of Deeds in Book 4923, Page 23, both of 241 Mountain Road, Ridgewood, New Jersey 07450, for consideration of ONE DOLLAR ($1.00) paid, grant to OCTAVIUS A. ORBS and ELEANOR C. OROS, .husband and wife as tenants by .the entirety, of 241 Mountain Road, I Ridgewood, ,New Jersey 07450, ( with QUITCLAIM COVENANTS, The land, together with the buildings. thereon situated in Barnstable (Centerville), Barnstable County, Massachusetts, and more particularly shown as LOT 132 on a plan of land entitled, ,Plan of Land in Centerville, Barnstable, Mass. ( for .Laurence W. Bearse Date: June 13, 1983 Revised: August 12, 1983 Scale 1 in.- 40 ft. Eldredge Engineering Co., Inc. Reg. Civil Engineers & Surveyors, 712 Main Street, Hyannis, Mass.", which said plan is duly recorded with Barnstable County Registry of Deeds in Plan Book 406, Page 42. For title, see deed recorded with said Deeds in Book 4923, Page 27. I EXECUTED on this day of March, 1888. 0. F. REALTY TRUST BY. Octavius A. Orbe, Trustee Eleanor C. Orbe, Trustee . STATE OF NEW JERSEY 6 U- Bergen, Be: March l/ , 1986 Then personally appeared the above-named Octavius A. Orbe and Eleanor C. Orbe, Trustees as aforesaid, and acknowledged the foregoing instrument to be their fre f and deed as said Trustees, before me � r S Notary PPWAWWT.NO 791 R - A Noun PDXV New My commission expires Mr CamIUD etplrw On. .0 f DII ( j[a NAR 17 06. '71g a >ocr..3689 Fac( 241 € 0'� �nvf r all Am hU #4tu, Frizen#s 719 1�hat WE,:LAURENCE W. B ARSE and JEAN McK. BEARSE, husband and wife, as tenants by r7 i ;I [he entirety, both of Lake Wales, Florida } f for the full consideration of $48,000.00 hereby grunt, unto , OCTAVIUS A. ORBE and.ELEANOR C. ORBE, husband and'paid as -� tenants-by the entirety, both of 241 Mountain Road, Ridgewood, Bergen County, I ,. New Jersey 07450, r` q the land, together with quitclaim etittenunts ',ether with the hniidin¢s t.h'preon, sittrarpri. in Barnstable (Centerville), Barnstable County, Massachusetts., bounded and described as follows: �r NORTHERLY b ""I now or formerly of Barbara J. Bearse; as-shown on plan hereinafter mentioned, 83.32 feet';` •c.. EASTERLY by land now or formerly.of William and. Helen Twohig andland.now K y or formerly ,of Alan Packer, as shown on said plan, 124.95 >k - feet; SOUTHERLY by Parcel 9 'shown on said plan, 132.11 feet; WESTERLY by Parcel B, as shown on said plan, 46.54 feet; NORTHWESTERLY by. said Parce•1 B on said plan, 48.91 feet; g r ..: WESTERLY by said Parcel B on said plan,•55.09 feet; . t SolITIIWESTERLY by sai-il Parcel B on said plan', 114:08 feet; NURTIIWESTERLY by South Main Street, .60 feet; and NORTIIEASTFRI.Y )lay land now or formerly of Barbara. J. Bearse, as shown on said plan,. 156.16 feet. The above Parcel of 'land contains an,area of 2.5;26.4 snuarp fort. of And sari is 'chn..m as PARCEL A on a .plan of' land entitled "Plan of Land in Centerville BARNSTABLE Mass. . .. for LAURF:NCE:W. BEARSE', Date: Sept. 7, 1982; Scale: .1 in. = 40 'ft., Eldredge EngineeringCo., Inc., NeR. Civil Eng[necrs..& Surveyors,' St., Hyannis, Mass."; which plants duly flleA in the Barnstable County Registry of Deeds in Plan Book 368, Page 35. Fdr title, see deed from Annie E. Bearse to Laurence W. Bearse and Jcan McK. Bearse,' dated April 18, 1966, recorded in-the*Barnstable County Registry of Deeds in Book 1332, Page 1035. Meanirig and intending to release and, hearby releasing all rifr}3to of the Frantors in, over, under and upon said Parcel A of any kind or'description whatsoever and, " .,. more partioularly,.any- rights of travel over all portion of the premises herein cnveyed to or from other land of the grantors. ry �? ifness our hand s and seals this . 23rd day of '-December A.D. 19 82 , }i t t r' STATE OF FLORIDA i�NBilStblr6►i+h3ti�,Y¢ (M;sa ( 1cNa. Laurence W. Bearse y f �. Polk,, ss. December 23, 1982 _ y j CGd G LC t ti Then personally appeared the above named an McK. Bearse LAURENCE W. HEARSE h JEANS Mck. BEARSE (' and acknowledged the fore Hstl their >�� � wr{ent to be , free act and.detas befo e�fAo :.stay ruble.Stars of r1orida m Urge ..Ml!&mnission FxOins Ud-3,1966 - nb I z My commission e;cpira Pubic J �^ •,7. "01FA F 1:! tACHUSETT5 1 �-%. �aNP.f1'c <sc'otRt '� Q ••� r� �. �� '�y�� l���i'lt�� it m I 0 9 4 ' .. .. ••• Va1I037 C �� t 1 kEUURUE�MR ll s S r BODK4%5 PAVE 030 15451 QUITCLAIM DEED We, OCTAVIUS A. ORBE and ELEANOR C. ORBE, Trustees of 0. F. Realty Trust, under a Declaration of Trust dated January 28, 1986, and recorded with the Barnstable County Registry of Deeds in Book 4923, Page 23, both of 241 Mountain Road, Ridgewood, New Jersey 07450, for consideration of ONE DOLLAR ($1.00) paid, i grant to OCTAVIUS A. ORBE and ELEANOR C. ORBS, husband and i wife as tenants by the entirety, of 241 Mountain Road, Ridgewood, New Jersey 07450, with QUITCLAIM COVENANTS, The land, together with the buildings thereon situated in Barnstable (Centerville), Barnstable County, Massachusetts, and more particularly shown as LOT 82 on a plan of land entitled, "Plan of Land in Centerville, Barnstable, Mass. for Laurence W. Bearse Date: June 13, 1983 Revised: August 12, 1983 Scale 1 in.= 40 ft. Eldredge Engineering Co. , Inc. i Reg. Civil Engineers & Surveyors, 712 Main Street, Hyannis, Mass,", which said plan is duly recorded with Barnstable County Registry of'Deeds in Plan Book 406, Page 42. For title, see deed recorded with said Deeds in Book 4923, iPage 27. M ' EXECUTED on this day of March, 1986. 0. F. REALTY TRUST Byt Octavius A. Orbe-, Trustee Eleanor C. Orbe, Trustee STATE OF NEW JERSEY Bergen, ss.: March 1986 Then personally appeared the above-named Octavius A. Orbe and Eleanor C. Orbe, Trustees as aforesaid, and acknowledged the foregoing. instrument . to be their free and deed as said Trustees, before meOf �r Notary P4%vy.Mn +•, . p A Notari p I I n Nc ' ` • My commission expires: My Cummicoiw oxpirm Uct.LLL J9ed `Ol/ ` 7y0 ,1 REC�RG[�MAR 17 86 K' �3' t' 1---------... . — -- -- v - ra69SPAGE ,Z fS S{,� Iw, 80DK$�S 274 29113 STATE OF_NEW JERSEY WE, OCTAVIUS A. ORBE and .ELEANOR' C. .ORBE'; husband and wife,, �tl as tenants by ,Fhe entirety, both'-of 241 Mountain Road,. Ridgewood, Bergen County+•-New Jersey 07450 and OCTAVIUS A. ORBS and ELEANOH ;,.. County,of C. ORBE, Trustees of 0. F. Realty Trust, under Declaration of �rn 3 0� , 1987 Trust dated and recorded with Barnstable Thea f'. 3 County Registry of Deeds in Book ., page - .personally appeared the above named Octavius AOrbe and Eleanor C. ''Orbe and' acknowledged the ;foregoing instrument 'to 4'•I b for consideration of ONE 'HUNDRED TWO THOUSAND FIVE HUNDRED AIM' "3 be .thier free 'act. and. deed individually and as 'strumees'.as 00/100 ($102 500.00) DOLLARS paid, grant to •'i•• aforesaid, before me FATE A. WHOULEY, individually, of 26 College Road, Yarmouth :,• � . (West), Barnstable County, Massachusetts '02873 with QUITCLAIM COVENANTS, the land together"with the buildings -'`x; -- - NOTARY PUBLIC" }}. thereon, situated in Barnstable (Centerville), Barnstable County, expires: _ .. AF�1.14 dxal.n Ih My commission: III Massachusetts, bounded and described as follows: FAITH).MONEYY 17t1Y M7CAmmW mYTy4TTOe1.3,woE.� •. A FAITH 1.MO of i:Tw)n.e►' • ' •r' IIJ� NORTHERLY by land now or formerly of Barbara .J.•Bea rse E�+f Mye..WmETphbOAt.t,1991 '* ':•'•St�"�q,,� ;��; •� ,as -shown on plan :hereinafter mentioned, " - - �q •y�;;* • .83.32 feet; ' Z iX•T•N,••r+� EASTERLY by land now or 'formerly .of William and.Helen - s'- "••i•-�"' Twohig' and land'.now or' formerly of Alan packer, as shown an said plan;: 124..95 feet; �•i;,. - ' Y C SOUTHERLY by 'Parcel B, shown on said plan, 132.11:Yeet; I • WESTERLY by 'Parcel B, tis shown an said plan .46.54 feet; c 1°II NORTHWESTERLY by said Parcel B on .said plan, 48.91 feet;' •.1. WESTERLY by said Parcel B on said plan, 55.09 feet; ill. t SOUTHWESTERLY by said Parcel.B on said plan, 114.08 feet; t , r 1 aK5 I Q NORTHWESTERLY by South Main Street', 80 feet; and- NORTHEASTERLY . ' "S�al�_. _'•_ }-;���' il,.\ ,T'! by land now or .formerly of Barbara J. Hearse, i,. �j����S'���5'�--r 1' I ilr�r as shown on said plan, 156.16.feet, xr•;•e� { }c _ I: - _ 1 3 . ^ ' The .above �. A�_ ,. =�ly'l-'_ :i• `t-� `"" M parcel of land contains in area of 25 264 square,feet ' ,.I N of land and is shown as PARCEL A. on a -plan of d lan entitled '• _• --...._._._..... .. -. __ _ -,•_ - - _ "Plan of Land in Centerville HARNSTABLE Mass. for LAURENCE.W. HEARSE, Date: September 7, 1982, Scaler 1 in. - 40 it.., ..Eldredge ..- ;� ' Engineering Co., Inc. Reg. Civil Engineers '&.Surveyors, 712 •;{ , ' , Main St., Hyannis, Mass.", 'which I plan is duly filed in the. .�•. r^ Barnstable County Registry of Deeds in Plan Book 368, Page 95. �y So much of said land as is-.included within the 'Bvt�awry Easement" 4••) Q as set forth on a Plan of Land entitled "Plan of .Land in Barnstable (Centerville), Mass. for Eleanor C. Orbe, 'date: Oct. 31, 1985, Eldredge Engineering, Co., -Inc., Civil Engineers' & `• Y Surveyors, 712 Main Street, Hyannis, .Mass.", which' said plan is recorded with said deeds in Plan.Book 408, Page 39, is subject x' '? to an easement 'appurtenant to lot B5 as shown on .said' plan, for ingress and egress to and from said Lot B5 and South Main 'Street, and for all purposes for which ways are commonly used ,..' �.(♦ Y th� in .the Town of Barnstable, Massachusetts. Said land is conveyed with egress benefit of an easement of wayYor •' .' . .purposes of ingress and egress to and from the within granted prem s and' South Main'.Street in, over and upon so much of.said s Easement"Mt as is.'located within. the bounds .of Lot B5 as shown on said plan i ` was last'.her einabove mentioned. 3 mom® - • V��t1't'��`WITNBSS tour ihands and seals thisof'. } ��t day }`� J �S - )b•• 111 yk.1 IUS A. ORBE tF 1//w♦y/w)` } ' rt:^ s'ss,, a�',��, vi• �Y�.ELEANOR C ORBE 'qf �� �I bL� Y 1�'� /Il O i• �rAV U3 ORHB Trustee+� RECORDED nay 187 .-,i t fit,a ? +, � 3 ,� � '.'"$'y,C,y •; . ��+�i'"• �Ld �t��ti ti�t� ' a �+S J r�.�� y ^` �._n�%ANOR'.0 OABBy. Trustee �' '. '�.- • �'hv-� } ��J {1F ) g`� a`ft,,;i �'3"K ?�is�+ -j•41s�+. �'4-7,1.*r' rn� s� ,�. s,�s � �`F"'",r. N� t 5 •��, , :, ' .�. xfir�3�-.�° i,• s u �4- R x .� yY�.r^e C'�,t3y .. ; 1 - :...: ....::: ..n'-.,.:..d i �h3ti1'.:i ffT"'C•'J..v.�av'4.Z`\..'IA�j[�. •ve�e.S;i' @Wu�S.l�� �$��'Sb 4:�•�'�Yti} • Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Two Bedroom Cottage Report Date:03/07/07 Data filename:Coddage.mck Energy Code: Massachusetts Energy Code Location: 'Centerville(Barnstable),Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 12% Heating Degree Days: 6137 d Construction Site: Owner/Agent: Designer/Contractor: 269 South Main Street Kennewth Sadler Sadler Centerville,MA 02632 Kenneth Sadler Associates P.O.Box 1149 Hyannis,MA 02601 508.790.3922 ►�� u Ceiling 1:Flat Ceiling or Scissor Truss: 651 38.0 0.0 20 Ceiling 2:Cathedral Ceiling(no attic): 240 30.0 0.0 8 Wall 1:Wood Frame,16"o.c.: 507 15.0 0.0 31 Window 1:Wood Frame:Double Pane with Low-E: 79 0.340 27 Door 1:Glass: 21 0.340 7 Wall 2:Wood Frame, 16"o.c.: 429 15.0 0.0 31 Window 2:Wood Frame:Double Pane with Low-E: 24 0.340 8 Wall 3:Wood Frame,16"o.c.: 667 15.0 0.0 46 Window 3:Wood Frame:Double Pane with Low-E: 74 0.340 25 Wall 4:Wood Frame,16"o.c.: 429 15.0 0.0 30 Window 4:Wood Frame:Double Pane with Low-E: 20 0.340 7 Door 2:Glass: 22 0.340 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 776 21.0 0.0 34 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 REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection 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 780C�MR/113,10 and J4.4. Builder/Designer Company Name Date Project Notes: CS#039020 Twn RaAmnm r`.nffanc Pon.i of d r REScheck`Software Version 3.7.3 , Inspection Checklist Date:03/07/07 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no atticj,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.;R-15.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Wood 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: ❑ Window 2:Wood 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: ❑ Window 3:Wood 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: ❑ Window 4:Wood 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: Doors: ❑ Door 1:Glass,U-factor:0.340 Comments: ❑ Door 2:Glass, U-factor:0.340 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-21.0 cavity insulation Comments: Air Leakage: ❑Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. Twn Roilmnm r:nffanc Pono 0 of d ❑ When installed in the building envelope,recessed lighting fixtures 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 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ 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 and-glazing U-factors 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: ❑ Ducts are insulated per Table J4.4.7.1. Duct Construction: ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are 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 provides a means for balancing air and water systems. - Temperature Controls: ❑ Thermostats exist for each separate HVAC system:A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is 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: ❑ Circulating hot water pipes are insulated to the levels in Table 1. i Swimming Pools: ❑ All heated swimming pools have an on/off,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. T%un Rnrbnnm r:nffanv Pon*4 of A I , i 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 Temperature(OF) 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(OF) 2"Runouts' 1"and Less 1.25"to 2.0" 2.5'to 4" Heating Systems Low Pressurelremperature 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) Tut^RMmnm r.nffann Pan.A of A l SP4-air 6al6ula4'ivn for 2 l09 dSPou4-h MAin *P -reel- - 6en4-erville , MA � s 12 t to 7 N 5 s r 4 2 ( lo risers o 7 5/8" t ( 5 Treads c 9" Single 9-1/2" AJSTm 20 MSR Joistl1stFloor1J01 BC CALC®9.3 Design Report-US 2 spans I No cantilevers 1 0/12 slope Wednesday, March 07,2007 13:12 Build 057 16"OCS Repetitive Glued&nailed construction File Name: K Sadler 269 So Main.BCC Job Name: Description:TYPICAL FIRST FLOOR JOIST Address: 269 South Main Street Specifier: City, State, Zip:Centerville, MA Designer: Joe Madera Customer: Ken Sadler Company: Shepley Wood Products Code reports: ESR-1144 Misc: I I I I l l l I I_ I I I I I I I I I l i l l l l l l I I I I I I I I I I I I I I 12-00-00 U12-00-00 BO,2-1/2 81,3-1/2" B2,2-1/2". LL 284 Ibs LL 790 Ibs LL 284 Ibs DL 61 Ibs DL 198 Ibs DL 61 Ibs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 1250/6 OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 24-00-00 40 10 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 846 ft-Ibs 24.9% 100% 16 2-Internal Completeness and accuracy of input must Neg. Moment -1171 ft-Ibs 34.5%, 100% 1 1.-Right be verified by anyone who would rely on End Reaction 332 Ibs 29.0% 100% 16 2-Right output as evidence of suitability for int. Reaction 968 Ibs 33.1% 100% 1 1 -Right particular application.Output here based Cont. Shear 484 Ibs 41.7% 100% 1 1 -Right on building code-accepted design properties and analysis methods. Total Load Defl. U1647.(0.086") 14.6% 14 1 Installation of BOISE engineered wood Live Load Defl. U1902(0.075') 18.9% 14 1 products must be in accordance with Total Neg. Defl. -0.02" 4.0% 16 1 current Installation Guide and applicable Max Defl. 0.086" 8.6% 14 1 building codes.To obtain Installation Guide Span/Depth 15.0 n/a 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJSTM', Bearing Supports Dim.(L-x W) Value Support Member Material ALWOIST®,BC RIM BOARD-,BCI®, BO Wall/Plate 2-1/2"x 2-1/2" 346 Ibs 13.0% n/a Spruce-Pine-Fir BOISE GLULAMTm SIMPLE FRAMING B1 Beam 3-1/2"x 2-1/2" 988 Ibs 15.1% n/a Versa-Lam 1.7 SYSTEM(6,VERSA-LAM®,VERSA-RIM B2 WalUPlate 2-1/2"x 2-1/2" 346 Ibs 13.0% n/a Spruce-Pine-Fir PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria.. Composite El value based on 23/32"thick sheathing glued and nailed to joist. � - Double 1-31C x 14" VERSA-LAMO 2.0 3100 SP Floor Header1F1301 BC CALC®9.3 Design Report-US 1 span No cantilevers 1 0/12 slope . Wednesday, March 07,2007 13:13 Build 057 06-00-00.00S File Name: K Sadler_269 So Main.BCC Job Name: Description:STAIR HEADER Address: 269 South Main Street Specifier: City, State,Zip:Centerville, MA Designer: Joe Madera Customer: Ken Sadler, Company: Shepley Wood Products Code reports: ESR-1040 Misc: 1 2 1 1 I 1 1 I I 1 I I I I I 1 1 1 1 1 I I I I I I I I I I I I I I I. I I Ii I I { I I I I I I I I I I I 03-08-00 BO,3-1/2" B1,3-1/2" LL 898 Ibs LL 898 Ibs DL 291 Ibs DL 291 Ibs SL 48 Ibs SL 48 Ibs Total Horizontal Product Length=03-08-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1' Standard Load Unf.Area(psf) Left ' 00-00-00 03-08-00 40 10 06-00-00 2 Unf. Lin. (plf) Left 00-00-00 03-08-00 250 85 26 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 835 ft-Ibs 2.9% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 243 Ibs 2.6% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U38309(0.001") 0.6% 2 1 output as evidence of suitability for Live Load Defl. U50098(0.001") 0.7% 2 , 1 particular application.Output here based 0 on building code-accepted design Max Defl. 0.001 0.1/0 2 1 properties and analysis methods. Span/Depth 2.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 1237 Ibs 13.9% 13.5% . Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-1/2" 1237 Ibs 13.9% 13.5%. Spruce-Pine-Fir (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS"'' Cautions ALUOISTO,BC RIM BOARD-,BCI®, Column at Bearing BO analyzed for bearing only,column analysis has not been performed. BOISE GLULAMTM SIMPLE FRAMING Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram b d a c •4 . a minimum=2" c= 10" b minimum=3" d= 12" Connectors are:16d Common Nails n Single 14" BCI® 90s-2.0 SP Joist12ndFloor%J02 BC CALC®9.3 Design Report,-US 11 span I No cantilevers 0/12 slope Wednesday, March 07,2007 13:13 Build 057 16"OCS Repetitive i Glued&nailed-construction File Name: K Sadler 269 So Main.BCC Job Name: Description-SHORT JOIST AT STAIRS Address: 269 South Main Street Specifier: City, State,Zip:Centerville, MA Designer: Joe Madera Customer: Ken Sadler Company: Shepley Wood Products Code reports: ESR-1336 Misc: a 3 2 I I l I i 12-00-00 BO,2-1/2" B1,2-1/2" LL 390 Ibs LL 333 Ibs DL 257 Ibs DL 113 Ibs SL 185 Ibs SL 35 Ibs Total Horizontal Product Length=12-00-00 Load Summary Live Dead Snow Wind, Roof Live .Tag Description Load Type Ref. Start End . 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 12-00-00 40 10 16" 2 Conc. Lin. (plf) Left 02-00-00 02-00-00 83 165 16" 3 Conc. Lin. (plf) Left 02-00-00 `02-00-00 60 16" 4 Conc. Lin. (plf) Left 02-00-00 02-00-00 62 15 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1675 ft-Ibs 12.8% 115% 13 1 -Intemal Completeness and accuracy of input must End Reaction 818 Ibs 49.0% 1156/0 2 1 -Left be verified by anyone who would rely on Total Load Defl. j U2406(0.058") 10.0% 2 1 output as evidence of suitability for Live Load Defl. U3309(0.043') 10.9% 2 1 particular application.Output here based .058 5.8% 2 1 on building code-accepted design Max Defl. 0 Span/Depth .0 8% 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %Allow. %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide B0 Wall/Plate 2-1/2"x 3-1/2" 832 Ibs 22.4% n/a Spruce-Pine-Fir or ask questions,please call B1 Wall/Plate 2-1/2"x 3-1/2" 482 Ibs 13.0% n/a Spruce-Pine-Fir (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, Notes ALLJOISTS,BC RIM BOARD-,BCI®, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(U360)Live load deflection criteria. SYSTEM®,VERSA-LAMS,VERSA-RIM n meets arbitrary 1")Maximum load deflection criteria. PLUS®,VERSA-RIM®, Design ry( VERSA-STRAND,VERSA-STUDS are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise wood Products, L.L.C. r ®$Ery Single 14" BCI® 90s-2.0 SP Joistl2nfflood.101 BC CALC®9.3 Design Report-US 2 spans I No cantilevers 1 0/12 slope Wednesday, March 07, 2007 13:13 Build 057 16"OCS Repetitive Glued&nailed construction File Name: K Sadler 269 So Main.BCC Job Name: Description:2ndFloor\J01 Address: 269 South Main Street Specifier. City, State,Zip:Centerville, MA Designer: Joe Madera Customer: Ken Sadler Company: Shepley Wood Products Code reports: ESR-1336 Misc: a 3 2 i I I i 1 1 l l i l l l l l l l l l l l i l l l l l l l l l I , I I I I I I I I I I 06-00-00 06-00-00 60,2-1/2" B1,3-1/2" B2,2-1/2" LL 195 Ibs LL 429 Ibs LL 144 Ibs DL 160 Ibs DL 195 Ibs DL 16 Ibs SL 134 Ibs SL 101 Ibs Total Horizontal Product Length=12-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area'(psfl Left 00-00-00 12-00-00 40 10 16" 2 Conc. Lin. (plf) Left 02-00-00 02-00-00 83 165 16" 3 Conc. Lin. (plf) Left 02-00-00 02-00-00 60 16" 4 Conc. Lin. (plf) Left 02-00-00 02-00-00 62 15 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 778 ft-Ibs - 5.9% 115% 13 1 -Internal Completeness and accuracy of input must Neg. Moment -502 ft-Ibs 3.8% 115% 17 2-Left be verified by anyone who would rely on End Reaction 476 Ibs 28.5%. 115% 13 1 -Left output as evidence of suitability for Int. Reaction 706 lbs 18.1% 115% 2 1 -Right particular application.Output here based 0 0 on building code-accepted design Cont. Shear 435 Ibs 16.1/0 115/0 2 1 -Right properties and analysis methods. Uplift 25 lbs n/a 13 2-Right Installation of BOISE engineered wood Total Load Defl. U5628(0.013") 4.3% 13 1 products must be in accordance with Live Load Defl. U8540(0.008") 4.2% 13 1. current Installation Guide and applicable Total Neg. Defl.' -0.001" 0.2% 13 2 building codes.To obtain Installation Guide Max Defl. 0.013" 1.3% 13 1 or ask questions,please call Span/Depth 5.0 n/a 1 ) (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS- %Allow %Allow ALLJOISTV,BC RIM BOARD-,BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTm,SIMPLE FRAMING BO Wall/Plate 2-1/2"x 3-1/2" 489 Ibs 13.1% n/a Spruce-Pine-Fir SYSTEM®,VERSA-LAM®,VERSA-RIM 131 Beam 3-1/2"x 3-1/2" 725 Ibs 7.9% n/a Versa-Lam 1.7 PLUS®,VERSA-RIM®, B2 Wall/Plate 2-1/2"x 3-1/2" 160 Ibs 4.3% n/a Spruce-Pine-Fir VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Notes _ Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. 1 I Single 14" 1308 90s-2.0 SP JoisUnffloor%J03 BC CALCS 9.3 Design Report-US 2,spans I No cantilevers 1 0/12 slope Wednesday, March 07,2007 13:13 Build 051 12"OCS Repetitive Glued&nailed construction • File Name: K Sadler 269 So Main.BCC Job Name: Description:2ndFloor\J03 Address: 269 South Main Street Specifier: City, State, Zip:Centerville, MA Designer: Joe Madera Customer: Ken Sadler Company: Shepley Wood Products Code reports: ESR-1336 Misc: 4 3 2 08-00-00 16-00-00 BO,2-1/2" B1,3-1/2" B2,2-1/2" LL 195 Ibs LL 672 Ibs LL 270 Ibs DL 125 lbs DL 210 Ibs DL 63 Ibs SL 120 Ibs SL 48 Ibs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 24-00-00 40 10 12" 2 Conc. Lin.(plf) Left 02-00-00 02-00-00 83 165 12" 3 Conc. Lin. (plf) Left 02-00-00 02-00-00 60 12" 4 Conc. Lin. (plf) Left 02-00-00 02-00-00 62 15 12-' Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1061 ft-Ibs 9.3% 100% 16 2-Internal Completeness and accuracy of input must Neg. Moment -1244 ft-Ibs 10.9% 100% 18 1 -Right be verified by anyone who would rely on End Reaction 429 Ibs 25.7% 115% 13 1 -Left output as evidence of suitability for Int. Reaction 867 Ibs 25.5% 100% 1 2-Left particular application.Output here based Cont. Shear 468 Ibs 19.9% 100% 1 2-Left on building code-accepted design properties and analysis methods. Total Load Defl. U3726(0.051") 6.4% 16 2 Installation of BOISE engineered wood Live Load Defl. U4476(0.043") 8.0% 16 2 products must be in accordance with Total Neg. Defl -0.0051, 1.0°k 16 1 current Installation Guide and applicable Max Defl. 0.051" 5.1% 16 2 building codes.To obtain Installation Guide Span/Depth 13.6 n/a 2 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMERS,AJS- Bearing Supports Dim.(L x W) value Support Member Material ALLJOISTS,BC RIM BOARD-,BCIS, BO Wall/Plate 2-1/2"x 3-1/2" 440 Ibs 11.8% n/a Spruce-Pine-Fir BOISE GLULAMTm SIMPLE FRAMING B1 Beam 3-1/2"x 3-1/2" 930 Ibs 10.1% n/a Versa-Lam 1.7 SYSTEMS,VERSA-LAMS,VERSA-RIM 62 Wall/Plate 2-1/2"x 3-1/2" 333 Ibs 8.9% n/a Spruce-Pine-Fir PLUSS,VERSA-RIMS, VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Double 1-3/4" x 14" VERSA-LAM®2.0 3100 SP Floor Trimmer1F1302 BC CALCO 9.3 Design Report-US 1 span No cantilevers 10/12 slope Wednesday, March 07,2007 13:13 Build 057 01-00-00 OCS File Name: K Sadler_269 So Main.BCC Job Name: Description:STAIR TRIMMER Address: 269 South Main Street Specifier: City, State, Zip:Centerville, MA Designer: Joe Madera Customer: Ken Sadler Company: Shepley Wood Products Code reports: ESR-1040 Misc: 24-oaoo BO,3-1/2" B1,3-1/2" LL 609 Ibs LL 601 Ibs DL 436 Ibs DL 426 Ibs SL 25 Ibs SL 23 Ibs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 1150/6 133% 125% OCS 1 Standard Load Unf,Area(psfl Left 00-00-00 24-00-00 40 10 01-00-00 2 Conc. Pt. (Ibs) Left 11-07-04 11-07-04 250 291 48 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 7592 ft-Ibs 26.1% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 952 Ibs 10.2% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U631 (0.448") 38.1% 2 1 output as evidence of suitability for Live Load Defl. U1087(0.26") 33.1% 2 1 particular application.Output here based Max Defl. 0.448" 44.8°!0 2 1 on building code-accepted design erties and analysis Span/Depth 20.2 n/a 1 n alati n of BOISE eng nteered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x.W)__ Value Support Member Material building odes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 1070 Ibs 12.0% 11.6% Spruce-Pine-Fir or ask questions,please call 81 Post 3-1/2"x 3-1/2 1050 Ibs 11.8% 11.4% Spruce-Pine-Fir (800)232-0788 before installation. RAMERS,AJS-, Cautions ALUOIS O BBC M BOARD-,BCI®, Column at Bearing BO analyzed for bearing only,column analysis has not been performed. BOISE GLULAM- SIMPLE FRAMING Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram r►{b d a -• • • lC 1 � s • a minimum=2" c= 10" b minimum=3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:16d Common Nails f 0 0 Triple 1-3/4" x 14" VERSA-LAM®2.0 3100 SP Floor Beaml2ndFloor1F1301 BC CALC®9.3 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday,March 07,2007 13:13 Build 057 File Name: K Sadler_269 So Main.BCC /Job Name: Description:PORCH ROOF BEAM Address: 269 South Main Street Specifier: City, State,Zip:Centerville, MA Designer: Joe Madera Customer: Ken Sadler Company: Shepley Wood Products Code reports: ESR-1040 Misc: 11 4 1 1 1 1 I 1 1 18-06-00 BO,3-1/2"3-1/2" B1,3-1/2" LL 1714 Ibs LL 2173 Ibs DL 798 Ibs. DL 1382 Ibs SL 152`lbs SL 688 Ibs Total Horizontal Product Length=18-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref.. . Start End 100% 90% 1150/6 133% 1250/6 Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 18-06-00 40 10 04-00-00 2 Unf.Area(psf) Left 11-06-00 18-06-00 -40 -10 04-00-00 3 Unf:Lin. (plf) Left 15-00-00 18-06-00 195 125 120 n/a 4 Unf. Lin. (plf) Left 11-06-00 15-00-00 390 257 120 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 13730 ft-Ibs 31.5% 100% 1 1 -Internal Completeness and accuracy of input must End Shear -3510 lbs. 22.2% 115% 2 1 -Right be verified by anyone who would rely on Total Load Defl. U589(0.367') 40.7% 2 1 output as evidence of suitability for Live Load Defl. U863(0.251") 41.7% 2 1 particular application.Output here based Max Defl. 0.367" 36.7% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 15.5 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 2665 Ibs 30.0% 29.0% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-1/2" 4242 Ibs 47.8% 46.2% Spruce-Pine-Fir (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, Cautions ALUOIST®,BC RIM BOARD-,BCI®, Member is not fully supported at post BO. A connector is required at this bearing. BOISE GLULAM- SIMPLE FRAMING Column at Bearing BO analyzed for bearing only,column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRAND®,VERSA-STUDS are Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram r►{b —d a o 0 c O �• e 0 0 0 a minimum=2" c= 10" b minimum=3" d= 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. ROES=- Single 14" BCI®90s-2.0 SP Joistl2nffloor%J04 BC CALC®9.3 Design Report-US 1 span I No cantilevers 0/12 slope Wednesday, March 07,2007 13:13 Build 057 16"OCS Non-Repetitive Glued&nailed construction File Name: K Sadler_269 So Main.BCC Job Name: Description:2ndFloorW04 Address: 269 South Main Street Specifier: City,,State,Zip:Centerville, MA Designer: Joe Madera Customer: Ken Sadler Company: Shepley Wood Products Code reports: ESR-1336 __ Misc: I I I I I I I I I I I I I I I I I I l i l i l l l l I I I I I I I I I I I I 24-00-00 BO,2-1/2" B1,2-1/2" LL 640 Ibs LL 640 Ibs DL 160 Ibs DL 160 Ibs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unt Area(pso Left 00-00-00 24-00-00 40 10 16" Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4692 ft-Ibs 41.2% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 786 Ibs 54.2% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U583(0.489") 41.2% 1 1 output as evidence of suitability for Live Load Defl. L/728(0.391") 49.4% 1 1 particular application.Output here based Max Defl. 0.489" 48.9% 1 1 on building code-accepteddesign a properties and analysislysismethods. Span/Depth 20.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 2-1/2"x 3-1/2" 800 Ibs 21.6% n/a Spruce-Pine-Fir or ask questions,please call B1 Wall/Plate 2-1/2"x 3-1/2" 800 Ibs 21.5% n/a Spruce-Pine-Fir (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS- Notes ALUOIST®,BC RIM BOARD-,BCI®, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(U360)Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDS are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise wood Products, L.L.C. 1 Single 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Roof Trimmer%RooflRB02 BC CALC®9.3 Design Report-US 2 spans Right cantilever 1 12/12 slope Wednesday, March 07,200713:12 Build 057 02-00-00 OCS File Name: K Sadler 269 So Main.BCC Job Name: Description:for load developement only Address: 269 South Main Street Specifier: City, State,Zip:Centerville, MA Designer: Joe Madera Customer: Ken Sadler Company:. Shepley Wood Products Code reports: ESR-1040 Misc: �1z 12 i I I I I I I 11. l l l l l l l l l l l I , I I I I I I I I l l l l l l l l l l i l l 12-00-00 01-00-00 BO,3-1/2" B1,3-1/2" DL 1548 Ibs ( DL 436 Ibs SL 2684 Ibs SL 574 Ibs Total Horizontal Product Length=13-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% .96% 115% 133% 1250/6 OCS 1 , Standard Load Unf.Area.(psf) Left 00-00-00 13-00-00 15 30 02-00-00 2 Cone. Pt. (Ibs) Left 01-00-00 01-00-00 1325 2475 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3607 ft-Ibs 29.5% 115% 193 1 -Internal Completeness and accuracy of input must Neg. Moment -55 ft-Ibs 0.5% 115% 194 2-Left be verified by anyone who would rely on End Shear 3010 Ibs 66.3% 115% 193 1 -Left output as evidence of suitability for Cont. Shear 774 Ibs 17.0% 115% 195 1 -Right particular application.Output here based Total Load Defl. U542(0.37') 33.2% 193 1 on building code-accepted design 0.22" 26.4% 193 1 properties and analysis methods. Live Load Defl. U908 ( ) Installation of BOISE engineered wood Total Neg. Defl. -0.09" 12.1% 193 2-Cantilever products must be in accordance with Max Defl. 0.37" 37.0% 193 1 current Installation Guide and applicable Span/Depth 11.9 n/a 1 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALC®,BC FRAMERS,AJST"' BO Post 3-1/2"x 1-3/4" 4232 Ibs 95.3% 92.1% Spruce-Pine-Fir ALLJOISTO,BC RIM BOARDTm,BCI®, B1 Post 3-1/2"x 1-3/4" 1010 Ibs 22.7% 22.0% Spruce-Pine-Fir BOISE GLULAMTm,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Slope and Cut Length Slope Facia Depth Horiz.Length Product Length PLUS®,VERSA-RIMS, Plumb Cut with Hanger to dbl.top plate 12/12 16-3/4" 13-00-00 19-04-08 VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Wood Products, L.L.C. Cautions Column at Bearing BO analyzed for bearing only,column analysis has not been performed. Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. i Double 1-3/4" x 11-7/8 VERSA-LAM@ 2.0 3100 SP Roof Header%Roof%RB01 BC CALC®9.3 Design Report-US 1 span No cantilevers 10/12 slope Wednesday, March 01,2007 13:12 Build 057 11-00-00 OCS File Name: K Sadler 269 So Main.BCC Job Name: Description:Dormer Header Address: 269 South Main Street Specifier: City, State, Zip:Centerville, MA Designer: Joe Madera Customer. Ken Sadler Company: Shepley Wood Products Code reports: ESR-1040 Misc: .1�o 12 15-00-00 BO,3-1/2" B1,3-1/2" DL 1325 Ibs DL 1325 Ibs SL 2475 Ibs SL 2475 Ibs Total Horizontal Product Length=15-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(pso Left 00-00-00 15-00-00 15 30 11-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 13393 ft-Ibs 54.7% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 3151 Ibs 34.7% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U334(0.522") 53.8% 3 1 output as evidence of suitability for Live Load Defl. U513(0.34") 46.7% -3 1 particular application.Output here based Max Defl. 0.522" 52.2% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 14.7 n/a 1 _ Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO. Post 3-1/2"x 3-1/2" 3800 Ibs 42.8% 41.4% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-1/2" 3800 Ibs 42.8% 41.4% Spruce-Pine-Fir (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS- Cautions ALLJOISTO,BC RIM BOARD-,BCIG, Column at Bearing BO analyzed for bearing only,column analysis has not been performed. BOISE GLULAM'TM SIMPLE FRAMING Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAM@,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum(U180)Total load deflection criteria. L.L.C. Design meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Member Slope=0,consider drainage. Connection Diagram b d a c a minimum=2" c=7-7/8" b minimum=3" d= 12" Member has no side loads. Connectors are:16d Common Nails I lip ANO�VER ❑ The Hanover Insurance Company Massachusetts Bay Insurance Company Worcester, MA 01605 Bond No. BLN 1755281 LICENSE OR PERMIT BOND KNOW ALL MEN BY THESE PRESENTS,that we, OCTAVIUS A. ORBE 743 WEST SADDLE RIVER ROAD of HO-HO-KUS, NEW JERSEY 07423 as Principal, and ❑The Hanover Insurance Company (A New Hampshire'Corporation) ®Massachusetts Bay Insurance Company(A New Hampshire Corporation) as Surety, are held and firmly bound unto THE TOWN OF BARNSTABLE MASSACHUSETTS as Obligee, in the penal sum of FIVE THOUSAND ($5 000) Dollars, good and lawful money of the United States, for the payment of which sum well.and truly to be made, we bind ourselves, and our heirs, executors, administrators,jointly and severally, firmly by_these presents. WHEREAS the said Principal has applied to said Obligee for a license to.. . . OPEN-ANDIOR- OCCUPY A -PUBLIC -WAY-LOCATED AT- 269 SOUTH; MAIN ST-,- gj NTERVILLE MA 02632 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if Principal shall faithfully observe . and honestly comply with the provisions of all Laws or Ordinances of Obligee regulating the business for which license is issued,then this obligation shall be void;'6therwise to be and remain in full force and virtue. PROVIDED,THE LIABILITY OF THE SURETY upon this bond shall be and remain in full force and effect for the full period of the license, and renewals thereof, issued to the principal above named, or until ten days after receipt by the Obligee of a written notice signed by such Surety, or its authorized agent, stating that the liability of such Surety is thereby terminated and canceled; and provided further, that nothing herein shall affect any rights or liabilities which shall have accrued under this bond prior to the date of such termination. Signed, sealed and dated the: : 6 th day of . Novembers 2006 Octavius A: Orbe Principal (seal) By: ® MASSACHUSETTS BAY INSURANCE COMPANY VER INSURANCE COMPANY By:. . : . : . . . . . . . Form,o,-0761(MS) - Mc hera Attorney-in-Fact f Certified Copy Void Without Hanover Watermark .} This Power of Attorney may not be used to execute any bond with an inception date after October 1,2007 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF-AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS:That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing under the laws of the State of Michigan,do hereby constitute and appoint Timothy K.Lovelette and/or John J.McShera of West Yarmouth,MA and each is a true and lawful Attorney(s)-in-fact to sign,execute,seal,acknowledge and deliver for,and on its behalf, and as its act and deed any place within the United States,or,if the following line be filled in,only within the area therein designated 1 any and all bonds,recognizances,undertakings,contracts of indemnity or other writings obligatory in the nature thereof,as follows: Any such obligations in the United States,not to exceed Two Hundred Fifty Thousand and No/100($250,000)in any single instance and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED, That the President or any Vice President, in conjunction with any Assistant Vice President, be and they are hereby authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as its acts,to execute and acknowledge for and on its behalf as Surety any and all bonds,recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with power to attach thereto the seal of the Company.Any such writings so executed by such.Attorneys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons."(Adopted October 7, 1981 -The Hanover Insurance Company;Adopted April 14,1982—Massachusetts Bay Insurance Company;Adopted September 7,2001-Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by a Vice President and an Assistant Vice President,this 13th day of April,2006. PyII11'NS/ � THE HANOVER INSURANCE COMPANY p,wupN, MASSACHUSETTS BAY INSURANCE COMPANY ` Wuruiu, P I � r CITIZENS INSURANCE COMPANY OF AMERICA 3 W CORPORATE � �19940Z HAMPSN p Rhard MVenSteenbwsident PaN F.Carlso,Assistant Vice President THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER )SS. On this 13th day of April 2006, before me came the above named Vice President and Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. Notary PirbtiC My commission expires on November 3,2011 I, the undersigned Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued.by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED, That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or any Vice President in conjunction with any Assistant Vice President of the Company,shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile." (Adopted October 7, 1981 -The Hanover Insurance Company,Adopted April 14, 1982 Massachusetts Bay Insurance Company;Adopted September 7,2001 - Citizens Insurance Company of America) GIVEN under my hand and the seals of said Companies,at Worcester, Massachusetts,this day of 20 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA 1"�0.�Qt n 1 _ Charles T. Wells, Assistant Vice President Certified Copy Void Without Hanover Watermark The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' d 600 Washington Street Boston,AM 02111' www.mass.gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbers Applicant Information .Please Print Legibly Name(Business/Organization/Individual): OUS C— • QNE f Address: 73 SDLiE. tE' l0 City/State/Zip: 146_ (:a r K as5, �.S Phone.#: ZO I `� —(o72Z Are you an employer?Check the appropriate box: ;Type of project(required):. 1.❑ I am a employer with 4. ❑ I am a general contractor and I � 6. [ New construction . employees(full and/or part-time).* • have hired the sub-contractors 2.❑ I am a'sole proprietor or partner- listed on the'attached'sheet:. _ 7. ❑Remodeling ship and have no employees These sub-contractors have g• []Demolition employees and have workers' • 'avorking for me in any capacity. 9, �Building addition [No workers' comp.insurance comp, insurance,$' 10.❑•Electrical repairs or additions Aquized.] 5. ❑ We are a corporation and its 3. I am a homeowner doing all work . officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4), and we have no 13.❑ Other employees. [No workers' comp.insurance required,] *Any applicant that checks box#1 must also.fill out the section below showing their workers'compensation policy information, t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submits.new affidavit indicating such, #Contractors that check this box must attached an additional sheet showing the name of the Sub-contractors and state whether ornot those entities have employees. 7the sub-contractors have employees,they must proAdb 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 NaSne: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Failure•to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the CIA for insurance coyerace verification, 16 hereby certify under the pains-and penalties of perjury that the information provided above is true and correct. Si afore L�i • Date' Phone# ZfU� tF5`4?ZZ Official use only. Do not write in this area, fo be completed by,city or town off ciaL 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#: 1HEt Town of Barnstable Regulatory Services ♦ r HARNSTABLE, i Thomas F.Geller,Director MASS. 1639' A.�� Building Division Fp Mp`i Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION c j C, Please Print DATE: v�l t 7, r1I JOB LOCATION: 5 fu-rq HA1 Q number A CC street village "HOMEOWNER": ODj(1V(�V4 t GiC4�Qf C-: 0 r' �'1, bJ 2 t��Ilh 1-01 445 name / home phone# work phone# CURRENT MAILING ADDRESS: � J. 411cZVc.,U city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellines of six units or less and to allow homeowners to engage 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 msppjion procedures d requirements and that he/she will comply with said procedures and requiremen Signature of Homeowner Approval of Building Of icial Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. f Affidavit of Substantial Financial Interest 743F I, 6�'T�,t (Us of 1��- l�o-I<uS. N b), -S'� .nT 7 3, on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map ZO7 , Parcel 6q7 -®off The address of the property is 2-0 Suri�L MA,(O STrZF-E�T C.IFU77EAV(I-LE 2. 1 have /y 0 % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is cl- (9-67 , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address Qb- 4. Within the last twelve months, from today's date, which is - 19- 07 , 1 have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted. building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted 6 building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted ® building permit applications for property in which I have a 1% legal or equitable interest. 8. Within.this month, I have received O building permits for property in which .1 have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this day of r�I Z 2001. 2001-0050/affin 1 Q/LOTTERY/AFFI DAVIT The Town of Barnstable • sARNSIMI.E. 9� Mom' � Department of Health Safety and Environmental Services 'OreoN,p�► Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner September, 11, 2000 Leslie-Ann Morse PO Box 84 Hyannis, Ma. 02601. - Re: 26V South Main Street, 6etait(R207-097-002) Dear Attorney Morse; Please be advised that I have reviewed the documentation you provided and I have determined that from a zoning perspective,the aforementioned lot is buildable. Sincerely, alph Crossen - _ ... Building Commissioner APPLICANT ORBE buildability 265 S main St. Centerville . MAP & PARCEL D LOT YR Owner-Conveyance R207-097-002 2 1966 Annie Bearse- Lawrence&Jean McK Bearse 3.31 acres R207-097-002 ,132 1986 Octavius & Eleanor Orbe, Trs. - Octavius & Eleanor Orbe 2001 Town records: Orbe R207-097-004 B5 1986 Laurence &Jean Bearse - Oct& Eleanor Orbe 135' 1988 Octavius & Eleanor Orbe, Trs. - Kim Ferrero B5 1988 K Ferrero- Philip Michael &Alexandria Boudreau 2001 Town records: Boudreau R207-097-001 A 1982 Laurence &Jean McK Bearse -Oct& Eleanor Orbe R207-097-001 A 1987 Octavius & Eleanor Orbe, Trs. - K Whouley 263 S Main 2001 Town records: Whouley R207-106 2001 Town records: Laurence &Jean Bearse Approved under subdivision control law not required on 1219185 The operative year in this case is 1989 (for both lot shape &ownership) Grandfathered due to separate ownership in 89. All missing records were checked in Planning w/Art 9/8/00. Art is satisfied upon review of plans submitted, deeds and assessors records, that this is buildable from a zoning perspective. Located in RC district Square footage .66 acre . *Only.26 acre is upland-.40 is wet Road Covenant Road frontage adequate 70%zoning area of such lot shall be upland - 1973 70%zoning area of such lot shall be contiguous upland - 1974 BLDSMAIN.XLS TOWN OF BARNSTABLE • • .• - • . . t'' ' -• r it # fay.538S rMit , Name 10 Location MAT t� i� Insp. of Bldgs. �1HE, � TOWN OF BARNSTABLE Building :Application Ref; 20065385 * BARNSTABI.>E, f Issue Date: 03/68/07 Permit 9 MASS. g �pr16 9.A�� Applicant: ORBE,OCTAVIUS A&ELEANOR Permit Number: B 20070408 Proposed Use: UNDEVELOPABLE LAND Expiration Date: 09/05/07 Location 269 SOUTH MAIN STREET Zoning District RC. Permit Type: NEW SINGLE FAMILY HOME Map Parcel 207097002 Permit Fee$ 595.91 Contractor PROPERTY OWNER Village CENTERVILLE App Fee$ 100.00 License Num OWNER Est Construction Cost$ 145,344 Remarks APPROVED PLANS US E TAINED ON JOB ND SINGLE FAMILY DWELLING THI MUST E KEPT POS ED UNTIL FINA IN ECT ON H BEEN DE. ERE A C RTIF AT F O ANCY IS QUIRED CH Owner on Record: ORBE,OCTAVIUS A&ELEANOR I G S BE OCCUPI UNT A FINAL Address: 743 WEST SADDLE RIVER RD I ' E ION HAS B N MAD . H HO KUS, N]07423 Application Entered by: JL u ildin*VV Issued B oz, l THIS PERMIT CONVEYS NO%RIG j Vq'QCCU ANY ST TALLY IDEWALK OR PART THE IT R TEMPORARILY OR`PEFMANENTLY; ENCROACHEMENTS ON P,UB'W PROPERTY;:N ECI ALLY PE ED;UNDER T. BUILDING CODE MUST BE APPROVED BYnTHE JURISDICTION. STREET OR,ALLY GRADE WELL AS,DEPTH AND ATION OF PUB SEWERS MAY BE'OBTAINED FROM THE DEPARTMENT OF PUBLIC.-1NORKS _.. . THE ISSUANCE OF THIS.P IT DOES NO RELEASE T. PPLICANT FR THE CONDITIONS OF;ANY APPLICABLE.SUB DIVISION'RESTR[CyIONS MINIMUM OF FOUR CAL INSPEC NS REQUIRE FORA CONTSTRUCTION WORK: 1.FOUNDATION OR FOO G 2.ALL FIREPLACES MUS SPECTED AT THE HROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING PECTIONS TO BE PLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING S RUCTURAL ME 11RS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BE RE OCCU CY. WHERE APPLICABLE,SEP ERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). NOW BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health > 797 N.E.2d 893 A. .. 440 Mass. 255 Supreme Judicial Court of Massachusetts, Suffolk. Fred MARINEL'LI V. BOARD OF APPEALS OF STOUGHTON. Argued Sept. 4, 2003. Decided Oct. 24, 2003. Applicanf appealed decision of town board of appeals that upheld denial of application for permit to build single-family residence. The Land Court Department, Suffolk County;Karyn F. Scheier, J., granted summary judgment in favor of property owner. Board appealed. Upon transferring case from the Appeals Court, the Supreme , Judicial Court, Cordy, J., held that: (1)board's speculation that trustee did not have authority to act on behalf of trust in entering into agreement to sell lot was insufficient to rebut presumption that applicant had standing to appeal board's decision; (2) lot was "held in common ownership" with five adjoining lots;for purposes of statute containing grandfathering provision; (3) lot did not lose its grandfather protection from zoning changes when lot was sold to trust; and (4) way abutting lot was a "street" for purposes of town's zoning bylaw, and thus lot satisfied 75-foot frontage requirement of statute containing grandfathering provision. Affirmed. West Headnotes > [1] Zoning and,Planning K> 571 414 414X Judicial Review or Relief ,. ., 1 414X(A) In General > 414k571 Right of Review: # Speculation by town's board of•appeals that trustee did not have authority to act oh�behalf of trust in entering into agreement to sell parcel of real property to applicant was insufficient to rebut`presumption that applicant had standing to appeal board's decision that upheld denial of application for permit to build single-family residence, although only trustee signed agreement, and although trust's terms prohibited transfer of beneficial interest without written consent of beneficiaries and trustees; board failed to offer evidence that written consent was missing. >M.G.L.A. c. 40A, §§ 11, > 17. > [2] Zoning and'Planning K> 571 414 ---- 414X Judicial Review or Relief 414X(A) In General > 414571 Right of Review. 4 Persons who qualify as "parties in.interest" under-applicable statutory definition are entitled to presumption of standing under statute allowing any person aggrieved by - zoning decision of board of appeals to appeal to Land Court Department. > M.G.L.A. c. 40A, §§ 11, > 17. > [3] Zoning and Planning K> 571 414 ---- 414X Judicial Review or Relief - 414X(A) In General > 414571 Right of Review. To rebut presumption of plaintiffs standing as aggrieved person under statute allowing person aggrieved by zoning decision of board of appeals to appeal to.Land Court Department, defendant must offer evidence warranting finding contrary to presumed fact. >M.G.L.A. c. 40A, § 17.- > [4] Zoning and Planning K> 161 4 i 4 ---- 414III Modification or Amendment 414III(A) In General > 414k161 Rights of Objecting Owners. Lot for which applicant sought building permit to build single-family residence was "held in common ownership" with five adjoining lots, for purposes of statute containing grandfathering provision that exempts qualifying lots held in common ownership with adjacent lots from certain kinds of zoning changes for five years from their effective date, where land plan depicted lotus being held in common ownership with five other lots, and plan was most recent instrument of record at time of effective 'date of zoning change. >.M.G.L.A. c. 40A,-§ 6. > [5] Zoning and Planning K> 161 414 ---- 414111 Modification or Amendment 414III(A) In General > 414k161 Rights of Objecting Owners. For purposes of statute containing grandfathering provision that exempts qualifying lots held in common ownership with adjacent lots from certain kinds of zoning changes for five years from their effective date,-lots are "held in common ownership" if they are listed'as owned by same party on most recent instrument of record prior to effective date of zoning change. > M.G.L.A. c. 40A; § 6. > [6], Zoning and Planning K> 161 414 ---- 414111 Modification or Amendment 414III(A) In General 4 > 414161 Rights of Objecting Owners. Statutory proviso that grandfathering provision, which exempted qualifying lots held in common ownership with adjacent lots from certain kinds of zoning changes for five years from effective date, would not apply to more than three of such adjoining lots did not exclude owners of four or more lots from protections of grandfathering provision outright, but rather merely limited number of lots for which any owner could obtain such protection. > M.G.L.A. c. 40A, § 6. > [7] Statutes K> 188 _ 361 ---- 361 VI Construction and Operation 361 VI(A) General Rules of Construction 361k187 Meaning of Language > 361kl88 In General. Primary source of insight into intent of the legislature is language of statute. > [8] Zoning and Planning K> 161 " 414 ---- 414111 Modification or Amendment 414III(A) In General >414161 Rights of Objecting Owners. Lot did not lose its grandfather protection from zoning changes when lot was sold to purchaser and out of vendor's common ownership with other adjoining-lots, since lot was held in common ownership with other lots at time of amendment to,zoning bylaw governing lot•size, and lot was among first three lots to seek building permit. > M.G.L.A. c. 40A, § 6. > [9] Zoning and Planning K> 161 414 ---- 414III Modification or Amendment E 414III(A) In General , > 414k161 Rights of Objecting Owners. . Lots held in common:ownership at effective date of zoning change are grandfathered under common ownership provision of applicable statute and remain grandfathered for five years whether or not they remain in common ownership at time of subsequent building permit application. > M.G.L.A. c. 40A, § 6. > [10] Zoning and Planning K> 161 414 ---- ' 414III Modification or Amendment 414III(A) In General > 414k161 Rights of Objecting Owners. .' , [See headnote text below] > [10] Zoning and Planning K> 278.1 414 --- 414V Construction, Operation and Effect, .414V(C)Uses and Use Districts 414V(C)1 In"General 414k278 Particular Terms and Uses > 414278.1 In General. Way abutting lot for which applicant'sought building permit to construct single- family residence was a "street" for purposes of town's zoning bylaw, which defined street to include a way shown on a plan approved and endorsed in accordance with subdivision rules, regulations, and requirements, and thus lot satisfied 75-foot frontage requirement of statute containing grandfathering provision that exempted qualifying lots held in common ownership with adjacent lots from certain kinds of zoning changes for five years from their effective date; way was shown on land plan that was endorsed "approval under subdivision control law not required" by town's planning board. >M.G.L'.A..c. 40A, § 6. [440 Mass. 256] Barbara J. Saint Andre, Boston, for the defendant. Thomas 0. Moriarty, Braintree, for the plaintiff. Present: MARSHALL, C.J.; GREANEY, IRELAND, SPINA, SOSMAN, & . CORDY, JJ. - CORDY, J. , In this case we are required to interpret the common ownership grandfathering provision of the State's zoning act, G.L. c. 40A. 1. Procedural history. Fred Marinelli applied for a building permit to construct a� single-family residence on a parcel'of land (Lot C) in Stoughton. The town's building inspector denied Marinelli's application on the ground that Lot C lacked the minimum lot size required by the town's zoning bylaw, and the board of appeals of Stoughton(board) upheld the denial. On appeal, a judge of the Land Court granted summary judgment in favor of Marinelli, finding that Lot C was a buildable lot under both the common ownership grandfathering provision of> G.L. 40A, § 6, and the town's zoning bylaw. The board appealed contending that Marinelli lacked standing to appeal from the board's denial; the grandfather protection of> § 6 did not apply to Lot C; either because it did not qualify for common ownership protection,at the time the zoning bylaw was'amended, or because it was transferred out of common ownership before the building permit was sought; and, even if Lot C otherwise qualified for grandfather protection, it has less than the minimum seventy-five feet of frontage also required by> § 6, and consequently fails to meet all of its requirements. We transferred the case to this court on our own motion. We agree with the Land Court that Lot C is grandfathered under the common ownership protection provided by> § 6, and-affirm the judgment.•- 2. Background. The facts in this case are not in dispute. Lot C is a parcel of .25,095 square feet situated along,Woodpecker Road in Stoughton, located in an R-15 zoning district. The lot appears on a.plan endorsed by the planning board of Stoughton on November 14, 1991, and,labeled "approval under the subdivision control law not required." At the time the plan was endorsed, Livio P. Marinelli owned Lot C as well as five other [440 Mass. 257] adjoining lots. > (FN1) Under the Stoughton zoning bylaw in effect in 1991, the minimum lot size required to construct a single-family residence in an R-15 zoning district was 25,000 square feet. However, on November 12, 1996, the bylaw was amended by a town meeting vote, increasing the minimum required lot size to 40,000 square feet. On February 17, 1996, nine.months prior to the amendment, Livio Marinelli transferred Lot G to the December Realty Trust (trust), but the trust-did not-become the record owner of Lot C until its deed was recorded on November 18, 1996,-six days after the bylaw amendment. On March 26, 1996, Marinelli entered into a purchase and sale agreement with the trust,agreeing to purchase Lot C, contingent on his ability to obtain a building permit to construct a single-family residence.-on the lot. -The purchase and sale agreement was signed by Richard F. Raymond, as trustee for the trust. Marinelli applied. for a building permit on August 25, 1998, which was denied, leading to the present litigation. > [1] 3. Discussion. a. Standing. The board argues that Marinelli lacks standing to bring this appeal under> G.L. c. 40A, § 17, because-Marinelli is not a "person aggrieved" by a decision of the board. > (FN2) This argument-is premised on the board's claim that the purchase and sale agreement between Marinelli and the trust is invalid, because it was signed by only one trustee--Richard F. Raymond--allegedly in violation of the terms of the trust. > (FN3) > [2].Persons who qualify as "parties.in interest" under> G.L. c.40A, § 11, are entitled to-a presumption of standing under> G.L. c. 40A, § 17. > Watros v. Greater Lynn Mental Health & Retardation Ass'n, 421 Mass. 106, 110-111, 653 N.E.2d 589 . (1995). > Section 11 states: " 'Parties in interest' as used in this chapter shall mean the petitioner [and others]...." > G.L. c. 40A, § 11. Marinelli, as the petitioner, is therefore entitled to a.presumptionof standing to,appeal from the board's decision. > [3] [440 Mass. 258] To rebut a presumption of a plaintiffs standing as an aggrieved person, a defendant must offer evidence warranting a finding contrary to the presumed fact. Id. at 111,> 653 N.E.2d 589. The board's speculation that Raymond did not have the authority to act on behalf of the trust is insufficient to rebut this presumption. Although the board correctly notes that the trust terms forbid transfer of any beneficial interest without the written consent of the trustees and beneficiaries, the board has failed to offer any-evidence that such written consent was missing in this instance. Instead, the board argues that Marinelli has an affirmative obligation to produce evidence demonstrating the validity of the transfer. We decline the board's invitation to shift the burden of proof to Marinelli. Marinelli has standing to appeal from the board's determination. > [4]> [5] b. Grandfather protection under> G.L. c. 40A, § 6. We address first whether Lot C comes within the common ownership provision of> G.L. c. 40A, § 6. > Section 6 contains a grandfathering provision that exempts qualifying lots held in common ownership with adjacent lots from certain kinds of zoning changes for five years . from their effective date. In relevant part it provides that: "Any increase in area, frontage, width, yard or depth requirement of a zoning , ordinance or by-law shall not apply for a period of five years from its effective date ... to a lot for single and two family residential use, provided [that] ... such lot was-held in common ownership with'any adjoining land and conformed to the existing zoning requirements as of[January 1, 1976] ... provided further that the provisions of this sentence shall not apply to more than three of such adjoining lots held in common ownership." For purposes of> §,6; lots are "held in common ownership" if they are listed as owned by the same party on the most recent instrument of record prior to the effective - date of the zoning change. > Adamowicz v. Ipswich, 395 Mass. 757, 763, 481 N.E.2d- 1368 (1985). Lot C is depicted as held in common ownership with five other lots on the 1991 land plan, and the plan was the most recent instrument of record at the time of the effective date of the zoning change,November 12, 1996. Hence, for purposes of> § 6, Lot C was "held in common ownership" with five adjoining lots. 4 - > [6] [440 Mass. 259] The parties dispute the meaning of> § 6's final proviso that - the grandfathering provision "shall not apply to more than three of such adjoining,lots." The board contends that when a party holds more than three lots in common ownership, the grandfather protection of> § 6 does not apply to any of those lots. Under this interpretation, if a party owns two or three adjacent lots, all of the lots are.protected, but if a party owns four or more adjacent lots, none of the lots is protected. The Land Court judge rejected the board's argument and interpreted the proviso to mean that if a party owns four or more adjacent lots, the grandfather protection applies to the first three lots for which protection is sought. > [7] We agree with the Land Court's interpretation. "[T]he primary source of- insight into the intent of the Legislature is the language of the statute." > Ciardi V. F. Hoffmann-La Roche, Ltd., 436 Mass. 53, 60, 762 N.E.2d 303 (2002), quoting> International Fid. Ins. Co. v. Wilson, 387 Mass. 841, 853, 443 N.E.2d 1308 (1983). The language of the proviso expresses its limitation in terms of the number of lots to which the protection extends: "the provisions of this sentence shall not apply to more than three of such adjoining lots" (emphasis added). >G.L. c. 40A, § 6. It-does not express its limitation in terms of the total number of lots owned. Thus, by its plain language, the proviso does not exclude owners of four or more lots from the protection of> § 6 outright. It merely limits_ the number of lots for which any owner can obtain such protection. In defense of its interpretation,the board argues that parties who own a large number of adjacent undeveloped lots have a greater ability to reconfigure those lots to bring them into conformity with increased lot size requirements. Thus, the board = contends,the proviso should be read to exclude entirely property owners with more than three lots from grandfather protection. The board's interpretation, however, would generate irregular and inequitable results, of which this case is a prime example. At the time of the 1991 land plan, Livio Marinelli owned four contiguous buildable lots > (FN4)--A; B, C, and D--with areas of 25,089, 25,095, 25,095, and 25,095 square feet each,for a total of 100,374 square feet of contiguous land. Under Stoughton's prior zoning regulation,he could divide this land, as he did, [440 Mass. 260] into four buildable lots meeting the 25,000-square foot minimum area requirement. However, under the new 40,000 square foot minimum area requirement, his 100,374 square feet could only be reconfigured to create two buildable lots. Under the board's interpretation, Livio Marinelli is not protected by> § 6 and therefore is entitled to build on only two lots. However, if,,at the time of the 1991 plan, Livio Marinelli had owned only three contiguous lots--for example, lots A, B, and C, for a total of 75,279 square feet--he would be protected by > § 6 and be entitled to build on all three lots. Consequently, a landowner would end up with more buildable lots after a zoning change by buying fewer lots beforehand. If the Legislature intended such a result, it would have said so with greater clarity. > (FN5) > [8] We next address the board's contention that Lot C lost its grandfather protection when it was sold to the trust and out of common ownership.- This argument is without merit.- The language of> § 6 describes the common ownership requirement in the past tense: "provided [that] ... such lot was held in common ownership," which is to - be determined by looking to record ownership at the time of the effective,date of the,,- zoning change (emphasis added). "See> Adamowicz v. Ipswich, supra at 763, 481 N.E.2d 1368. The board asks this court to read into the statute an additional requirement of common ownership at the time of the building permit application.. We decline to do so. See > General Elec. Co. v. Department of Envt'l Protection, 429 Mass: 798, 803, 711 N.E.2d 589 (1999), quoting> King v. Viscoloid Co., 219 Mass. 420, 425;-106 N.E. 988 ' (1914) ("we do not 'read into the statute a provision which,the Legislature did not see fit to put there' ") Moreover, as the.Land Court judge correctly pointed out, interpreting> §-6 to require that lots remain in common ownership to''retain grandfather protection would prevent owners from conveying buildable lots, forcing owners instead either to,develop the lots themselves or to sacrifice grandfather protection. Such a restriction would do nothing-to further the primary purposes,of zoning laws; preventing particular uses of[440 - Mass. 261] land, not uses of land by particular individuals. See, e.g., >Kaplan v. " Boston, 330 Mass. 381,384, 113 N.E.2d 856 (1953) ("primary purpose of zoning is the preservation in the public interest of certain neighborhoods against uses which are believed to be deleterious to such neighborhoods").., The board's reliance on the Appeals Court's decision in>Preston v. Board of Appeals of Hull, 5 lMass.App.Ct. 236, 744 N.E.2d 1126 (2001), is misplaced: The- Preston case addressed the mirror image of the circumstances in.this case: there, the lots at issue were held in separate ownership at the time of the zoning change'(and.therefore grandfathered under a different provision of> § 6) but in common ownership at the time of the building permit application.. > Id-at 237, 239, > 744 N.E.2d:1126.-The'Preston court was confronted with an apparent conflict between the language iof> § 6, which grandfathered,separately held lots,at the time of the zoning change, and the common-law doctrine of merger, which treats adjacent lots currently in common ownership as.a single lot "for zoning purposes so as to minimize nonconformities." Id..at 238, > 744,N.E.2d, . 1126, quoting> Seltzer v. Board of Appeals of Orleans, 24 Mass.App.Ct. 521, 522, 510 N.E.2d 309 (1987). After examining the legislative history�of G.L. c. 40A in detail,the court concluded that the Legislature did not intend to reject the long-standing merger doctrine that.it described as a '.powerful tool,in achieving the very goal of the Zoning Act." '> Preston v. Board of Appeals of.Hull, supra-at 243, 744 N.E.2d 1126. The court therefore_applied the merger doctrine to hold that adjacent lots held separately at the time- the zoning change made them nonconforming, but subsequently acquired'and held in- common ownership, are not grandfathered as separate lots under> § 6. Id: > [9] The logic of Preston is inapplicable in this case. There is no comparable' common-law principle with which the language of> § 6 is in conflict. Lots held in common ownership at the effective date of a zoning change are grandfathered under the common ownership provision of> § 6, and remain grandfathered for five years whether or not they remain in common ownership at the time of a subsequent building permit application. Because Lot C was recorded as held in common ownership with five other lots at the time of the 1996 amendment to the town's zoning bylaw, and is among the first three to seek a [440 Mass.,262] building permit, the judge correctly ruled,that it came within .the common ownership grandfather protection of> § 6. > [10] c. Frontage. To qualify for grandfather protection under> § 6, a lot must also have "at least ... seventy-five feet of frontage." Because G.L..c. 40A does not define "frontage," we look to the applicable town bylaw for a definition. The Stoughton zoning bylaw defines "[l]ot [f]rontage" as "[t]he horizontal distance measured along the-front lot line...." In turn,the bylaw defines "[l]ot [1]ine,�[f]ront" as "[t]he property line dividing a lot from a street (right-of-way)." The board contends that Woodpecker Road--the way abutting Lot C--does not meet the bylaw's definition of"[s]treet," and that Lot C therefore does not meet the seventy-five foot frontage requirement for grandfather protection under> G.L. c. 40A, § 6. We disagree. The bylaw defines "[s]treet" to include "a way shown on a plan ' approved and endorsed in accordance with the 'Subdivision Rules, Regulations, and Requirements, in Stoughton, Massachusetts.' " Woodpecker Road is shown on the 1991 -land plan, which was endorsed "approval under the subdivision control law not required" by the town's planning board. It thus meets the bylaw's definition of"[s]treet," > (FN6) and Lot C meets the seventy-five foot frontage requirement,of> § 6. 4. Conclusion. Lot C meets all the requirements for grandfather protection under > G.L. 40A, § 6, and is,-therefore, buildable. > (FN7) The judgment,and order of Land Court judge is affirmed. So ordered. > (FN1.) Two of the lots were subsequently sold and are not involved in this appeal. > (FN2.) > General Laws c. 40A, §`17, provides: "Any person aggrieved by a decision of the board of appeals ... may appeal to the land court department..::"_ �> (FN3.) The trust terms state: "No assignment or transfer of any beneficial interest may be made without the written consent of the Trustees and of all the beneficiaries hereunder." > (FN4.) Livio Marinelli's other two contiguous lots were not buildable even under the old zoning bylaw. - > (FN5.) For example, instead of requiring that-a qualifying lot be "held in common ownership with any adjoining land," the Legislature could have required that the lot be "held in common ownership with no more than two other contiguous lots." The Legislature did not do so. > (FN6.) The board's contention that-Woodpecker Road must conform to the requirements for subdivision plans in> G.L. c. 41, § 81L, misreads the words of the bylaw. Under the bylaw, the plan on which the way appears must have been endorsed and approved in accordance with the subdivision rules; it is not necessary for this court to review whether the way itself conformed to the substance of those rules. In other words, having convinced the planning board that Woodpecker Road met the requirements applicable to ways for purposes of a subdivision plan,there was.no requirement that the building permit applicant establish the correctness of the planning board's decision or otherwise reestablish that the way was.proper. See > LeBlanc v. Board of Appeals of Danvers, 32 Mass.App.Ct. 760, 594 N.E.2d 906 (1992). > (FN7.) Because we conclude that Lot C enjoys grandfather protection under> G.L. c. 40A, § 6, it is unnecessary for us to consider whether Lot C would also enjoy grandfather protection under Section IX of the Stoughton bylaw. , 4 General Code E-Code: Town of Barnstable, MA Page 1 of 1 ARTICLE VIII Nonconformities [Amended 11-7-1987 by Art. 8; 11-2-1995-by Order No. 95-1981 § 240-90. Intent. , It is the intenf'of this section to protect property rights of;owners of preexisting legally created nonconforming lots, uses and buildings or structures and to provide regulation of changes or expansion of preexisting nonconforming structures, building and uses. " § 240-91. Nonconforming lot. A. Separate lot exemption. Any increase in area,•frontage, width, yard or depth requirement'of this chapter shall not apply to a lot for single-or two-family residential use which at the time of recording or, endorsement: (1) Was not held in common ownership with any adjoining land; and - (2) Had a minimum of 5,000 square feet of area and 50 feet of frontage or the minimum frontage requirement for the zoning district in which it is located; and (3) Conformed to the existing.zoning if any when legally created; and (4) Was separately owned atthe time of every zoning change.which made it nonconforming. B. Common lot protection. (1) Any increase in the area, frontage, width,,yard or'depth requirement of this chapter shall not apply for a period of five years from the effective date of the change, to a lot.for single-or,two-family residential use that: J(a) Is held in common ownership with-not,more than=two�adjoining�lotsj aril (b) Had a minimum of 7,500 q e feet in area and-75`feet of frontage or the minimum frontage requirement for the zoning district in which it is located; and. (c) Was recorded or endorsed ona'plan that conformed to zoning when legally created; and (d) Conformed to applicable zoning requirements as of January 1; 1976. C. The protection afforded by Subsection 8 shall become vested upon the sale or transfer of the lot so protected into ownership separate from that,of adjoining lots or the building thereon of.a residence. [Amended 1-20-2006 by Order No. 2005-.039] - http://www.e-codes.generalcode.com/searchresults.asp?cmd=getdoc&Docld=54&Index=C... 9/10/2006 T0WN.QF BARNSTABIABUILDING PERMIT APPLICATION Map Parcel Z. l'1=16�� -Application# _Ms>5� Health Division ��� Conservation Division Permit# Tax Collector ` bate Issued `r Treasurer Application Fee Rio©.P Planning Dept. / R ply. 676k�P 1 4 Z-Wzeb-3 Permit Fee 459$,q Date Definitive Plan Approved by Planning Board P t Historic-OKH Preservation/Hyannis Vt � ff Project Street Address Villager�s ��L��t�( �i'� Owner f '" j19 �1� t Address LLA l_ Telephone- Zol 40 Z , 0 1 ► "1�/`�IAQ -6)0 V1XZ RYE Z°7 Permit Request s a e �OLX-r� ? � x 3EIP& A MG' Square feet: 1 st floor:existing proposed-116C2 2nd floor:existind—frl& proposed QTotaI n�Zo��ing District 'CC Flood Plain C Groundwater Overlay �l Project Valuation W16, 344 Construction TypOF e ( VFTPZIT� �� ��Lot Size E-S1�. Grandfatheredd Yes ❑No If yes, attach supporting documen`tafion. Dwelling Type: Single Family`® Two Family ❑" Multi-Family(#units) Age of Existing Structure /4 Historic House: ❑Yes S(No On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other j;;:�b '� Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) � Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: 'gGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes )0 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 'tAo 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 V No If yes, site plan review# C, rrent Usej,17 7,X Proposed Use - ~` BUILDER INFORMATION Name Telephone Number Address License-# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO LU 42� SIGNATU.RE� �/ DATE t• CJ s FOR OFFICIAL USE ONLY o _ PERMIT NO. DATE ISSUED MAP/PARCEL NO. a ADDRESS VILLAGE OWNER DATE OF INSPECTION: I FOUNDATION I FRAME ! f INSULATION L FIREPLACE ' ELECTRICAL: ROUGH FINAL ' t PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ' ! I ASSOCIATION PLAN NO. I y 1 i °Ft► ��,,,, Town of Barnstable Regulatory Services �a M ` Thomas F. Geiler,Director i639. ,fig' .. lE0.19 Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: r h o Map/Parcel: W 7 M 7 001 Project Address,%J Builder: 0 The following items were noted on reviewing: p tAA F / 2�d S GCS O h 0,\ e NNQ t h Ww.b-err ✓ 3 �1F O-Ad ' hgccLkra ,7 or o �C. OkTSrole a��) / _ eft 1�.S �U� Q � C.v I c / o T S G✓/ C�.00 v �- r/ Reviewed by: n' Date: /6 07 Q:Forms:Pinrvw P�eu'cb� oJE� �Fa 6� a1 Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Two Bedroom Cottage Report Date:03/07/07 Data filename:Coddage.mck Energy Code: Massachusetts Energy Code Location: Centerville(Barnstable),Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 12% Heating Degree Days: 6137 Construction Site: Owner/Agent: . Designer/Contractor: 269 South Main Street Kennewth Sadler Sadler Centerville,MA 02632 Kenneth Sadler Associates P.O.Box 1149 Hyannis,MA 02601 508.790.3922 • e o e / •• Ceiling 1:Flat Ceiling or Scissor Truss: 651 38.0 0:0 20 Ceiling 2:Cathedral Ceiling(no attic): 240 30.0 0.0 8 Wall 1:Wood Frame, 16"o.c.: 507 15.0 0.0 31 Window 1:Wood Frame:Double Pane with Low-E: 79 0.340 27 Door 1:Glass: 21 0.340 7 Wall 2:Wood Frame, 16"o.c.: 429 15.0 0.0 31 Window 2:Wood Frame:Double Pane with Low-E: 24 0.340 8 Wall 3:Wood Frame, 16"o.c.: 667 15.0 0.0 46 Window 3:Wood Frame:Double Pane with Low-E: 74 0.340 25 Wall 4:Wood Frame,16"o.c.: 429 15.0 0.0 30 Window 4:Wood Frame:Double Pane with Low-E: 20 0.340 7 Door 2:Glass: 22 0.340 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 776 21.0 0.0' 34 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 REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection 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. r Builder/Designer Company Name Date Project Notes: CS#039020 TIA#n Rcrlrnnm('.nttonu Pane i of d REScheck Software Version 3.7.3 Inspection Checklist Date:03/07/07 Collings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c., R-15.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Wood 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: ❑ Window 2:Wood 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: ❑ Window 3:Wood 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: ❑ Window 4:Wood 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: Door: ❑ Door 1:Glass,U-factor:0.340 Comments: ❑ Door 2:Glass, U-factor:0.340 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-21.0 cavity insulation Comments: Air Leakage: ❑Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. Tun Rarirnnm r.ntfona .Pono 9 of d r - ❑ When installed in the building envelope,recessed lighting fixtures 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 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ 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 and glazing U-factors 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: ❑ Ducts are insulated per Table J4.4.7.1. Duct Construction: ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are 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 provides a means for balancing air and water systems. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is 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: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools have an on/off 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. Turn Rnrimnm(`.nffonc Pant q of d Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouta Heated Water 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(OF) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressurell-emperature 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) ..._....... .._._.___ ........�__. Twin Rcrlmnm('.nfTann Panc d nr d P4-air GalGula4-ion for .2 !09 4-,7ou4-h Main 92P4-ree4- - Gen -orville , MA 1 2 I 1 r 7 N I l0 0 9 O. 4 2 I !o risers F3 7 5/8° 1 I S T"reads a 9" 1 Single 9-1/2" AJSTm 20 MSR Joistl1stFloorW01 BC CALC®O.3 Design Report-US 2 spans I No cantilevers 1 0/12 slope Wednesday, March 07,2007 13:12 Build 057 16"OCS I Repetitive I Glued&nailed construction File Name: K Sadler_269 So Main.BCC Job Name: Description:TYPICAL FIRST FLOOR JOIST Address: 269 South Main Street Specifier: City, State, Zip:Centerville, MA Designer: Joe Madera Customer: Ken Sadler Company: Shepley Wood Products Code reports: ESR-1144 Misc: 1 v v v 12-00-00 12-00-00 BO,2-1/2" B1,3-1/2" B2,2-1/2" LL 284 Ibs LL 790 Ibs LL 284 Ibs DL 61 Ibs DL 198 Ibs DL 61 Ibs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 1250/6 OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 24-00-00 40 10 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 846 ft-Ibs 24.9% 100% 16 2-Internal . Completeness and accuracy of input must Neg. Moment -1171 ft-Ibs 34.5% 100% 1 1.-Right be verified by anyone who would rely on End Reaction 332 Ibs 29.0% 100% 16 2-Right output as evidence of suitability for Int. Reaction 968.lbs 33.1% 100% 1 1 -Right particular application.Output here based Cont. Shear 484 Ibs 41.7% 100% 1 1 -Right on building code-accepted design 0.086" 14.6% 14 1 properties and analysis methods. Total Load Defl. U1647 ( ) Installation of BOISE engineered wood Live Load Defl. U1902(0.075") 18.9% 14 1 products must be in accordance with Total Neg. Defl. -0.02" 4.0% 16 1 current Installation Guide and applicable Max Defl. 0.086" 8.6% 14 1 building codes.To obtain Installation Guide Span/Depth 15.0 n/a 1, or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJS- Bearing Supports Dim.(L x W) Value Support Member Material ALLJOIST®,BC RIM BOARD-,BCI®, BO Wall/Plate 2-1/2"x 2-1/2" 346 Ibs 13.0% n/a Spruce-Pine-Fir BOISE GLULAMT",SIMPLE FRAMING B1 Beam 3-1/2"x 2-1/2" 988 Ibs 15.1% n/a Versa-Lam 1.7 SYSTEM®,VERSA-LAM®,VERSA-RIM B2 Wall/Plate 2-1/2"x 2-1/2" 346 Ibs 13.0% n/a Spruce-Pine-Fir PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design,meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum (U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Header%FB01 BC CAL C®9.3 Design Report-US 1 span No cantilevers 10/12 slope . Wednesday, March 07,2007 13:13 Build 057 06-00-00 OCS File Name: K Sadler 269 So Main.BCC Job Name: Description:STAIR HEADER Address: 269 South Main Street Specifier: City, State,Zip:Centerville, MA Designer: Joe Madera Customer: Ken Sadler Company: Shepley Wood Products Code reports: ESR-1040 Misc: w w w v w w w 2 7 w w w v v v v v v v v v 1 03-08-00 BO,3-1/2" 131,3-1/2" LL 898 lbs LL 898 lbs DL 291 lbs DL 291 lbs SL 48 lbs SL 48 lbs Total Horizontal Product Length=03-08-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 03-08-00 40 10 06-00-00 2 Unf. Lin. (plf) Left 00-00-00 03-08-00 250 85 26 - n/a Controls Summary Value %Allowable .Duration Load Case Span Location Disclosure Pos. Moment 835 ft-lbs 2.9% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 243 lbs 2.6% 100% 1 1 - Left be verged by anyone who would rely on Total Load Defl. U38309(0.001") 0.6% 2 1 output as evidence of suitability for Live Load Defl. U50098(0.001-') 0.7% 2 1 particular application.Output here based 001" 0.1% 2 1 on building code-accepted design Max Defl. 0. Span/Depth 2. 1% 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 1237 lbs 13.9% 13.5% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-1/2" 1237 lbs 13.9% 13.5% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJS-, Cautions ALUOISTO,BC RIM BOARD-,BCIG, Column at Bearing BO analyzed for bearing only,column analysis has not been performed. BOISE GLULAMTM SIMPLE FRAMING Column at Bearing 61 analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIMPLUS®,VERSA-RIM®,. VERSA-STRAND®,VERSA-STUDS are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram b d a c a minimum=2" c= 10" b minimum = 3" d = 12" , Connectors are:16d Common Nails Single 14" BCI®90s-2.0 SP Joistl2ndFloor1J02 BC CALL®9.3 Design Report-US 1 span I No cantilevers 1 0/12 slope Wednesday, March 07, 2007 13:13 Build�057 16"OCS I Repetitive Glued&nailed construction File Name: K Sadler_269 So Main.BCC Job Name: Description:SHORT JOIST AT STAIRS Address: 269 South Main Street Specifier: City, State, Zip:Centerville, MA Designer: Joe Madera Customer: Ken Sadler Company: Shepley Wood Products Code reports: ESR-1336 Misc: 4 3 2 1V V y V0 e o N 12-00-00 BO,2-1/2" B1,2-1/2" LL 390 Ibs LL 333 Ibs DL 257 Ibs DL 113 Ibs SL 185 Ibs SL 35 Ibs Total Horizontal Product Length=12-00-00 Load Summary Live Dead Snow Wind Roof Live .Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 12-00-00 40 10 16" 2 Conc. Lin. (pif) Left 02-00-00 02-00-00 83 165 16" 3 Conc. Lin. (plf) Left 02-00-00 02-00-00 60 16" 4 Conc. Lin. (pif) Left 02-00-00 02-00-00 62 15 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1675 ft-Ibs 12.8% 115% 13 1 -Internal Completeness and accuracy of input must End Reaction 818 Ibs 49.0% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U2406(0.058") 10.0% 2 1 output as evidence of suitability for Live Load Defl. U3309(0.043") 10.9% 2 1 particular application.Output here based Max Defl. 0.058" 5.8% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 10.1 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow. %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 2-1/2"x 3-1/2" 832 lbs 22.4% n/a Spruce-Pine-Fir or ask questions,please call B1 Wall/Plate 2-1/2"x 3-1/2" 482 Ibs 13.0% n/a Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJS-, Notes ALLJOIST®,BC RIM BOARD- BCI®, Design meets Code minimum(U240)Total load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING. Design meets Code minimum(U360) Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets arbitrary 1" Maximum load deflection criteria. PLUS®,VERSA-RIM®, 9 rY( ) VERSA-STRAND®,VERSA-STUD®are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise wood Products, L.L.C. Single 14" BCI® 90s-2.0 SP JoistUnffloor\J01 BC CALC®9.3 Design Report- US 2 spans I No cantilevers 1 0/12 slope Wednesday, March 07, 2007 13:13 Build 067 16"OCS Repetitive Glued&nailed.construction File Name: K Sadler_269 So Main.BCC Job Name: Description:2ndFloorW01 Address: 269 South Main Street Specifier: City, State,Zip:Centerville, MA Designer: Joe Madera Customer: Ken Sadler Company: Shepley Wood Products Code reports: ESR-1336 Misc.. 4 3 2 1 06-00-00 06-00-00 BO,2-1/2" 61,3-1/2" B2,2-1/2" LL 195 Ibs LL 429 Ibs LL 144 Ibs DL 160 Ibs DL 195 Ibs DL 16 Ibs SL 134 Ibs SL 101 Ibs Total Horizontal Product Length=12-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 12-00-00 40 10 16" 2 Conc. Lin. (plf) Left . 02-00-00 02-00-00 83 165 16" 3 Conc. Lin. (plf) Left 02-00-00 02-00-00 60 16" 4 Conc. Lin. (plo Left 02-00-00 02-00-00 62 15 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 778 ft-Ibs 5.9% 115% 13 1 -Internal Completeness and accuracy of input must Neg. Moment -502 ft-Ibs 3.8% 115% 17 2- Left be verified by anyone who would rely on End Reaction 475 Ibs 28.5% 115% 13 1 -Left output as evidence of suitability for Int. Reaction 706 Ibs 18.1% 115% 2 1 -Right particular application.Output here based 0 0 on building code-accepted design Cont. Shear 435 Ibs 16.1/0 115/0 2 1 -Right properties and analysis methods. Uplift 25 Ibs n/a 13 2- Right Installation of BOISE engineered wood Total Load Defl. U5628(0.013") 4.3% 13 1 products must be in accordance with Live Load Defl. U8540(0.008") 4.2% 13 1 current Installation Guide and applicable Total Neg. Defl -0.001" 0.2% 13 2 building codes.To obtain Installation Guide Max Defl. 0.013" 1.3% 13 1 or ask questions,please call Span/Depth 5.0 n/a 1 (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST1A %Allow %Allow ALLJOISTO,BC RIM BOARD- BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTfA,SIMPLE FRAMING BO Wall/Plate 2-1/2"x 3-1/2" 489 Ibs 13.1% n/a Spruce-Pine-Fir SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Beam 3-1/2"x 3-1/2" 725 Ibs 7.9% n/a Versa-Lam 1.7 PLUS®,VERSA-RIM®, 62 Wall/Plate 2-1/2"x 3-1/2" 160 Ibs 4.3% n/a Spruce-Pine-Fir VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Single 14" BCI® 90s-2.0 SP JoistUndFloor1JO3 BC CALL®9.3 Design Report- US 2 spans I No cantilevers 1 0/12 slope Wednesday, March 07,2007 13:13 Build'057 12"OCS I Repetitive Glued&nailed construction File Name: K Sadler 269 So Main.BCC Job Name: Description:2ndFloor1J03 Address: 269 South Main Street Specifier: City, State,Zip:Centerville, MA Designer: Joe Madera Customer: Ken Sadler Company: Shepley Wood Products Code reports: ESR-1336 Misc: a 3 • 2 1 v o t 08-00-00 16-00-00 BO,2-1/2" B1,3-1/2" B2,2-1/2" LL 195 Ibs LL 672 Ibs LL 270 Ibs DL 125 Ibs DL 210 Ibs DL 63 Ibs SL 120 Ibs SL 48 Ibs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 1250/6 OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 24-00-00 40 10 12" 2 Conc. Lin. (plf) Left 02-00-00 02-00-00 83 165 12" 3 Conc. Lin. (pif) Left 02-00-00 02-00-00 60 12" 4 Conc. Lin. (pif) Left. 02-00-00 02-00-00 62 15 12" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1061 ft-Ibs 9.3% 100% 16 2-Internal Completeness and accuracy of input must Neg. Moment -1244 ft-Ibs 10.9% 100% 18 1 -Right be verified by anyone who would rely on End Reaction 429 Ibs 25.7% 115% 13 1 -Left output as evidence of suitability for Int. Reaction 867 Ibs 25.6% 100% 1 2-Left particular application.Output here based Cont. Shear 468 Ibs 19.9% 100% 1 2-Left on building code-accepted design properties and analysis methods. Total Load Defl. U3726(0.051") 6.4% 16 2 Installation of BOISE engineered wood Live Load Defl. U4476(0.043") 8.0% 16 2 products must be in accordance with Total Neg. Defl. -0.005" 1.0% 16 1 current Installation Guide and applicable Max Defl. 0.051" 5.1% 16 2 building codes.To obtain Installation Guide Span/Depth 13.6 n/a 2 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALCO,BC FRAMER®,AJS'"' Bearing Supports Dim.(L x W) Value Support Member Material ALUOISTS,BC RIM BOARD'*',BCI®, BO Wall/Plate 2-1/2"x 3-1/2" 440 Ibs 11.8% n/a Spruce-Pine-Fir BOISE GLULAM"'',SIMPLE FRAMING B1 Beam 3-1/2"x 3-1/2" 930 Ibs 10.1% n/a Versa-Lam 1.7 SYSTEM®,VERSA-LAM®,VERSA-RIM B2 Wall/Plate 2-1/2"x 3-1/2" 333 Ibs 8.9% n/a Spruce-Pine-Fir PLUS®,VERSA-RIM®, . VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Trimmeff!302 BC CAL•C®.9.3 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday, March 07,2007 13:13 Build 057 01-00-00 OCS File Name: K Sadler_269 So Main.BCC Job Name: Description:STAIR TRIMMER Address: 269 South Main Street Specifier: City, State, Zip:Centerville, MA Designer: Joe Madera Customer: Ken Sadler Company: Shepley Wood Products Code reports: ESR-1040 Misc: b 24-00-00 BO,3-1/2" 61,3-1/2" LL 609 Ibs LL 601 Ibs DL 436 Ibs DL 426 Ibs SL 25 Ibs SL 23 Ibs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area (psf) Left 00-00-00 24-00-00 40 10 01-00-00 2 Conc. Pt. (Ibs) Left 11-07-04 11-07-04 250 291 48 n/a Controls Summary value %Allowable Duration Load Case• Span Location Disclosure Pos. Moment 7592 ft-Ibs 26.1% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 952 Ibs 10.2% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U631 (0.448") 38.1% 2 1 output as evidence of suitability for Live Load Defl. U1087(0.26") 33.1% 2 1 particular application.Output here based 0.448" 44.8% 2 1 on building code-accepted design Max Defl. Span/Depth 0.44 n 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 1070 Ibs 12.0% 11.6% Spruce-Pine-Fir or ask questions,please call 131 Post 3-1/2"x 3-1/2" 1050 Ibs 11.8% 11.4% Spruce-Pine-Fir (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, Cautions ALLJOISTO,BC RIM BOARD-,BCI®, Column at Bearing BO analyzed for bearing only, column analysis has not been performed. BOISE GLULAM- SIMPLE FRAMING Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDS are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram b d a c a minimum =2" c= 10" b minimum =3" d = 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or,professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:16d Common Nails Triple 1-3/4" x 14" VERSA-LAM®2.0 3100 SP Floor l3eam12ndFlooAFB01 BC CAL•CO.9.3 Design Report- US 1 span No cantilevers 1 0/12 slope Wednesday, March 07,2007 13:13 Build 057 File Name: K Sadler_269 So Main.BCC Job Name: Description: PORCH/ROOF BEAM Address. 269 South Main Street Specifier: City, State,Zip:Centerville, MA Designer: Joe Madera Customer: Ken Sadler Company: Shepley Wood Products Code reports: ESR-.1040 Misc: 4 3 F IV V si 9 1 A P 18-06-00 BO,3-1/2" B1,3-1/2" LL 1714 Ibs LL 2173 Ibs DL 798 Ibs DL 1382 Ibs SL 152 Ibs SL 688 Ibs Total Horizontal Product Length=18-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 18-06-00 40 10 04-00-00 2 Unf.Area(psf) Left 11-06-00 18-06-00 -40 -10 04-00-00 3 Unf.Lin. (plf) Left 15-00-00 18-06-00 195 125 .120 n/a 4 Unf. Lin. (plf) Left 11-06-00 15-00-00 390 257 120 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 13730 ft-Ibs 31.5% 100% 1 1 -Internal Completeness and accuracy of input must End Shear -3570 Ibs 22.2% 115% 2 1 -Right be verified by anyone.who would rely on Total Load Defl. U589(0.367") 40.7% 2 1 output as evidence of suitability for Live Load Defl. L/863 (0.251") 41.7% 2 1 particular application.Output here based Max Defl. 0.367" 36.7% 2 1 on building code-accepted design Span/Depth 15.5 n/a 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain'Installation Guide BO Post 3-1/2; x 3-1/2" 2665 Ibs 30.0o% 29.0o% Spruce-Pine-Fior ask questions,please call r (800)232-0788 before installation. B1 Post 3-1/2 x 3-1/2 4242 Ibs 47.8/0 46.2/o Spruce-Pine-Fir BC CALCO,BC FRAMER®,AJS"", Cautions ALLJOISTO,BC RIM BOARDTm,BCI®, Member is not fully supported at post BO. A connector is required at this bearing. BOISE GLULAM- SIMPLE FRAMING Column at Bearing BO analyzed for bearing only,column analysis has not been performed. SYSTEM®,VERSA=LAM®,VERSA-RIM Member is not full supported at post B1. A connector is required at this bearing. PLUS®,VERSA-RIM®, Y PP P q g• VERSA-STRANDQiI,VERSA-STUD®are Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. trademarks of Boise wood Products, L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram �{b d a • o -f-• o • c e 0 0 0 a minimum=2" c= 10" b minimum=3" d = 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. i Single 14 13CI8.90s-2.0 SP Joist\2ndFloor\J04 BC CALC®.9.3 Design Report- US 1 span I No cantilevers 0/12 slope Wednesday, March 07, 2007 13:13 Build 057 16"OCS Non-Repetitive Glued&nailed construction File Name: K Sadler 269 So Main.BCC Job Name: Description:2ndFloorW04 Address: 269 South Main Street Specifier: City,.State,Zip:Centerville, MA Designer: Joe Madera Customer: Ken Sadler Company: Shepley Wood Products Code reports: ESR-1336 Misc: 24-00-00 BO,2-1/2" B1,2-1/2" LL 640 Ibs LL 640 Ibs DL 160 Ibs DL 160 Ibs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unt Area(pst Left 00-00-00 24-00-00 40 10 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4692 ft-Ibs 41.2% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 786 Ibs 54.2% 100% 4 1 -Left be verified by anyone who would rely on Total Load Defl. U583(0.489") 41.2% 1 1 output as evidence of suitability for. Live Load Defl. L/728(0.391") 49.4% 1 1 particular application.Output here based Max Defl. 0.489" 48.9% 1 1 on building code-accepted design Span/Depth 20.3 n/a 1 properties and analysis methods. P P Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing SupportS Dim.(L x W) Value Support Member Material building,codes.To obtain Installation Guide BO Wall/Plate 2-1/2"x 3-1/2" 800 Ibs 21.5% n/a Spruce-Pine-Fir or ask questions,please call B1 Wall/Plate 2-1/2"x 3-1/2" . 800 Ibs 21.5% n/a Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJS- Notes ALLJOISTO,BC RIM BOARD-,BCI®, Design meets Code minimum (U240)Total load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING Design meets Code minimum (U360)Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets arbitrary(1")Maximum load deflection criteria. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD&are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise Wood Products, L.L.C. BO�SE" Single 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Roof TrimmerlRooAR1302 BC CAL'CO.9.3 Design Report-US 2 spans Right cantilever 1 12/12 slope Wednesday, March 07,2007 13:12 Build 057 02-00-00 OCS File Name: K Sadler 269 So Main.BCC Job Name: Description:for load developement only Address: 269 South Main Street Specifier: City,State,Zip:Centerville, MA Designer: Joe Madera Customer: Ken Sadler Company: Shepley Wood Products Code reports: ESR-1040 Misc. 1__112 12 1 - v v s v v v v v v v v b s v v a v v v v r 12-00-00 01-00-00 BO,3-1/2" B1,3-1/2" DL 1548 Ibs DL 436 Ibs SL 2684 Ibs SL 574 Ibs Total Horizontal Product Length=13-00-00 Load Summary Live Dead Snow Wind. Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 , Standard Load Unf.Area(pso Left 00-00-00 13-00-00 15 30 02-00-00 2 Conc. Pt. (Ibs) Left .01-00-00 01-00-00 1325 2475 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3607 ft-Ibs 29.5% 115% 193 1 - Internal Completeness and accuracy of input must Neg. Moment -55 ft-Ibs 0.5% 115% 194 2-Left be verified by anyone who would rely on End Shear 3010 Ibs 66.3% 115% 193 1 -Left output as evidence of suitability for Cont. Shear 774 Ibs 17.0% 115% 195 1 -Right particular application.Output here based Total Load Defl. U542(0.37") 33.2% 193 1 on building code-accepted design properties and analysis methods. Live Load.Defl. U908(0.22") 26.4% 193 1 Installation of BOISE engineered wood Total Neg. Defl. -0.09" 12.1% 193 2-Cantilever products must be in accordance with Max Defl. 0.37" 37.0% 193 1 current Installation Guide and applicable Span/Depth 11.9 n/a 1 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALCO,BC FRAMER®,AJS- BO Post 3-1/2"x 1-3/4" . 4232 Ibs 95.3% 92.1% Spruce-Pine-Fir ALLJOIST®,BC RIM BOARD-,BCI®, B1 Post 3-1/2"x 1-3/4" 1010 Ibs 22.7% 22.0% Spruce-Pine-Fir BOISE GLULAMT*' SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Slope and Cut Length Slope Facia Depth Horiz.Length Product Lengtti PLUS®,VERSA-RIM®, Plumb Cut with Hanger to dbl.top plate 12/12 16-3/4" 13-00-00 19-04-08 VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Cautions Column at Bearing BO analyzed for bearing only, column analysis has not been performed. Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. f Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Header%RoofIRB01 BC CAL-C®.9.3 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday, March 07,2007 13:12 Build 057 11700-00 OCS File Name: K Sadler.269 So Main.BCC Job Name: Description:Dormer Header Address: 269 South Main Street a Specifier: City, State, Zip:Centerville, MA Designer: Joe Madera Customer. Ken Sadler Company: Shepley Wood Products Code reports: ESR-1040 Misc.. 12 1 v i x a 15-00-00 BO,3-1/2" 131,3-1/2" DL 1325 Ibs DL 1325 Ibs SL 2475 Ibs SL 2475 Ibs Total Horizontal Product Length=15-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area(psf) Left 00-00-00 15-00-00 15 30 11-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 13393 ft-Ibs 54.7% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 3151 Ibs 34.7% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U334(0.522") 53.8% 3 1 output as evidence of suitability for Live Load Defl. U513(0.34") 46.7% 3 1 particular application.Output here based % 3 1 on building code-accepted design Max Defl. 0.522" 52.2 Span/Depth 14.7 n 1 properties and analysis methods. p p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 3800 Ibs 42.8% 41.4% Spruce-Pine-Fir or ask questions,please call 61 Post 3-1/2"x 3-1/2" 3800 Ibs 42.8% 41.4% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJS-, Cautions ALLJOISTO,BC RIM BOARD-,BCIG, Column at Bearing BO analyzed for bearing only, column analysis has not been performed. BOISE GLULAM- SIMPLE FRAMING Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDS are Notes trademarks of Boise Wood Products, Design meets Code minimum(U180)Total load deflection criteria. L.L.C. Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Member Slope=0,consider drainage. Connection Diagram d— a c a minimum=2" c=7-7/8" b minimum=3" d = 12" Member has no side loads. Connectors are: 16d Common Nails I-WEHANOVER INSURANCE ❑ The Hanover Insurance Company Massachusetts Bay Insurance Company Worcester, MA 01605 Bond No. BLN 1755281 LICENSE OR PERMIT BOND KNOW ALL MEN BY THESE PRESENTS,that we, OCTAVIUS A. ORBE 743 WEST SADDLE RIVER. ROAD of HO-HO-KUS , NEW JERSEY 07423 as Principal, and ❑The Hanover Insurance Company (A New Hampshire Corporation) [@Massachusetts Bay Insurance Company(A New Hampshire Corporation) as Surety, are held and firmly bound unto THE TOWN OF BARNSTABLE MASSACHUSETTS as Obligee, in the penal sum of FIVE THOUSAND ($5 , 000) Dollars, good and lawful money of the United States, for the payment of which sum well.and truly to be made, we bind ourselves, and our heirs, executors, administrators,jointly and severally, firmly by these presents. WHEREAS the said Principal has applied to said Obligee for a license to. . . . OPEN.AND/OR_ OCCUPY. A . _ . . .PUBLIC .WAY_LOCATED AT 2.69 SOUTH MAIN ST,. .g NTERVILLE MA 02632 . . . . . . . . . . . . . . . . . . . . . . . . . . . NOW; THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if Principal shall faithfully observe and honestly comply with the provisions of.all Laws or Ordinances of Obligee regulating the business for which license is issued, then this obligation shall be void; otherwise to be and remain in full force and virtue. PROVIDED, THE LIABILITY OF THE SURETY upon this bond shall be and remain in full force and effect for the full period of the license, and renewals thereof, issued to the principal above named, or until ten days after receipt by the Obligee of a written notice signed by such Surety, or its authorized agent, stating that the liability of such Surety is thereby terminated and canceled; and provided further, that nothing herein shall affect any rights or liabilities which shall have accrued under this bond prior to the date of such termination. Signed, sealed and dated the. . . . .6 th. . . . . . . . . . . . . . . . . . . . . . . . day of . November. . . . . . . . fig; 2006 . . .�. . . Octavius A. Orbe Principal (seal) By:.® MASSACHUSETTS BAY INSURANCE COMPANY kVER INSURANCE COMPANY By:. . . . . . Form141-0761(3195) Mc hera Attorney-in-Fact I , . Certified Copy Void Without Hanover Watermark This Power of Attorney may not be used to execute any bond with an inception date after October 1,2007 THE HANOVER.INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS:That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing under the laws of the State of Michigan,do hereby constitute and appoint Timothy K.Lovelette and/or John J.McShera of West Yarmouth,MA and each is a true and lawful Attorneys)-in-fact to sign,execute,seal,acknowledge and deliver for,and on its behalf, and as its act and deed any place within the United States,or,if the following line be filled in,only within the area therein designated I any and all bonds,recognizances,undertakings,contracts of indemnity or other writings obligatory in the nature thereof,as follows: Any such obligations in the United States,not to exceed Two Hundred Fifty Thousand and No/100($250,000)in any single instance and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED, That the President or any Vice President, in conjunction with any Assistant Vice President, be and they are hereby authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as its acts,to execute and acknowledge for and on its behalf as Surety any and all bonds,recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with power to attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons."(Adopted October 7, 1981 -The Hanover Insurance Company;Adopted April 14,1982—Massachusetts Bay Insurance Company;Adopted September 7,2001-Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by a Vice President and an Assistant Vice President,this 13th day of April,2006. pUpulurrrii� THE HANOVER INSURANCE COMPANY �pYINSV""r,� uioru � ."r'rF"Nr MASSACHUSETTS BAY INSURANCE COMPANY � CITIZENS INSURANCE COMPANY OF AMERICA girl,.GORPO 199M yea 1974 �� � HAM �. P. Richard M.Van Steenburgh,Vice President "�r111111111i111 p��` Paul F.Carleo,Asarstant Vice President THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER )ss. On this 13th day.of April 2006, before me came the above named Vice President and Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corpo�r-a-tions. tru n > aKtnc o no" lrn Pg1e cy dro,,,,,,,� Notary Pu6.lic My commission expires on November 3,2011 I, the undersigned Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED, That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or any Vice President in conjunction with any Assistant Vice President of the Company,shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile." (Adopted October 7, 1981 -The Hanover Insurance Company;Adopted April 14, 1982 Massachusetts Bay Insurance Company;Adopted September 7,2001 - Citizens Insurance Company of America) GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this day of 20 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA C"- w Charles T. Wells, Assistant Vice President Certified Copy Void Without Hanover Watermark 'i -- 12/-15/2006 16:'11 FAX 5087710722 BOUDREAU AND BOUDREAU 10002 BOUDREAU AND BOUDREAU, LLP I , Attorneys at Law 396 NORTH STREET HYANNIS, MASSAC14USETTS 02601 Philip Michael Boudreau Mark H.Boudreau Telephone:(508)775-1085 Telcfax:(508)771-0722 E-MAIL: philC.boudreaulaw,nei September 11, 2006 Thomas Perry, Building Commissioner Barnstable Town Hall 367 Main Street Hyannis, MA 02601 Re: 269 South Main Street Centerville, Massachusetts Barnstable Assessor's Map 207, Parcel 097-002 Lot B-2, Plan Book 406, Page 42 Dear Mr. Perry: I represent the owners of the above-referenced property, Octavius A. Orbe and Eleanor C. Orbe, and would appreciate it if you would confirm that the property has retained its status as a buildable lot. From record information, it appears that the lot was first created by an approval not required plan endorsed on August 16, 1983 and recorded in Plan Book-406, Page 42. At that time, locus was in an RC zoning district, which required a minimum of 15,000 square feet in area (of which 70% -or 10,500 square feet -must have been contiguous upland), 20 feet of frontage and 100 feet of width. According to the plan, the lot contains 28,595 square feet of area, of which 11,300 square feet is contiguous upland, frontage of 93.98 feet and more than 100 feet of width. Therefore, it appears to have complied with the bylaw when created. At the time of its creation, locus was one of five adjoining lots held in common ownership, one of which was improved with a single-family dwelling. At the 1983 Fall Annual Town Meeting (approved on February 4, 198-4), the zoning bylaw was amended to require that 100% of the minimum lot area be contiguous e upland; and this rendered the lot nonconforming. At this time, locus was still held in common ownership with the four other lots. On February 28, 1985, the minimum area required for this zoning district was raised to 43,560 square feet. By approval not required plan endorsed December 9, 1985 (Plan Book 408, Page 39), two of the adjoining lots were combined as one lot. Thereafter, and until March 17, 1986, when locus was u = �V11/15/2006 16:11 FAX 5087710722 BOUDREAU AND BOUDREAU 10 003 conveyed into separate owrierslup, it was held in common ownership with three other lots, one of which was improved with a single family dwelling, Since that'tme,the combined lot referred to hereinabove has been built upon for residential purposes and the i other two lots are held in common ownership and are collectively improved with the original residence. Thus, at this time, of the five lots held in adjoining ownership as.of the zoning change which made locus nonconforming, there are a total of three different owners and two single family dwellings. I would suggest that M.G.L. Chapter 40A, Section 6, would have grandfathered up to three of the five lots for a period of five years from the date that they became nonconforming. See Marinelli v° Board of A eats of Stou hton, 797 N.E. 2d 893 (2003), a copy of which decision is enclosed herewith for your reference. I would further , suggest that Sections 240-91(B) and (C) of the Barnstable Zoning 4rdina:nce were collectively intended to give such protected lots permanent grandfathering status to the extent they were placed in separate ownership within the five year protected period. A number of years ago,your predecessor, Ralph Crossen; issued an'opinion that the lot had retained its buildable status. On the basis of the above, can you confirm this, as well? If you have an ' y y questions or need any further information, don't hesitate to`contact me. Thank you for your assistance in`this matter. _ r Sincere PMB/hcg P P 1 I1P rael Boudreau Enclosure f `_ y. 4 + ... a Affidavit of Substantial Financial Interest I <-,rAVius A. �'RR of on oath depose and state as follows: 1. 1 am an applicant for a building permit for the pr perty located at Ma 2a , Parcel ��Nr S -✓ti ' 9 - . The address of the property is_ � 2. 1 have (CkO legal or equitable interest in the real property which is'the subject of the building permit application which is identified in paragraph 1 above. 'L, 3. Within in the last twelve months from today's date, which is Morn► ab the- following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name (6(cddress�.�� �t •a- - 4. Within the last twelve months, from today's date, which is ® , i have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel 4 07 91-2. Address So rx "�N5 'T 5. Within this calendar year, I have submitted O building permit applications for property in which I have a 1% or greater legal or equitable interest.. 6. Within the last ten days, I have submitted 0 building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 0 building permit applications for property in which I have a 1% legal or equitable interest. _r 8. Within this month, I have received 0 building permits for property in which I have - a 1% legal or equitable interest. Signed under the pains and penalties of perju s d of �'`� , 2006 743 West Saddle River Rbad Ho-Ho-Kus, New Jersey 07423 - — -- BOOK$s °! , 9SPACE 27S , r E a, eooKS695v1cE '274 23113 �` ` STATE OF.NEW JERSEY i br • WE, OCTAW313 tenants by:A. ORBE -be entire-and ELEANOR C. .ORBE;' ,husbaad and wife! WE � entirety, both of 241 Mountain Road, Ridgewood :, ,' r Bergen Countj; 'New Jersey 07450 and'OCTAVIUS A. y,,ORBE�and �ELEANOR �.,, to of � .n -S o n 1 l C. ORDE, Trustees of 0. F. Realty Trust, under. Declaration of C Trust dated and recorded with Barnstable personally appeared the above named Octavius A. Orbs and ' Then ersonall a County Registry of Deeds in Book ., Page >? _ .Eleanor C. Orbe .and* acknowledged the ;foregoing`.instrument b for consideration of ONE HUNDRED TWO THOUSAND FIVE HUNDRED AND be .thier free act and. deed individually and as `Trusteee as Y aforesaid, before me h�k ti' 00/100 ($102 soo.00) DOLLARS paid, grant to i..• i%ATE F WHOULEY, y, assacuse individually, of 26 College, Road, :Yarmouth ���, d u, ;Y.. (West), Barnstable Count Massachusetts '02673 ^ el s - �,u� ., - .. . ' NOTARY LIC '- h with QUITCLAIM COVENANTS, the land together-with- the y buildin a s" - FA17H I.NONEYPFNN7 lr thereon, situated in Barnstable (Centerville), Barnstable County, ,My commission expires: Mf CommlWm cloci1'• .•V • ' ' 11 Massachusetts, bounded and described as .follows: - � FuniLMOth:rFttierY Fxp4«Ot.1, c . - - A Nuten Puba 1 N..1n 0dol ,• 1 "r�?1., @ f 'MY Cim Exp+ Oct.i,I ommm le y,�•• 4f NIP 0. NORTHERLY by land now or 'formerly of Barbara .J:.,•Bearse •�' ! �•';t� ,as -shown on plan :;hereinafter mentioned - - - - yix•�•Nti`<. .83.32 feet; -i, •..i.:w>•.. EASTERLY by land now or 'formerly .of William �and.Helen 41. Twohig• and land now or .formerly of Alan packer, as shown on said plan 124..95 feet; c it SOUTHERLY by Parcel B, shown on said plan, 132.11 feet; ill v WESTERLY by "'Parcel 'B, as shown on said plan .46.54 feet; NORTHWESTERLY by said Parcel B on.said plan, 48.91 feetf e WESTERLY by said Parcel B .on said plan, 55.09' feet; i — r O,u .n rr+OF 5-4r.;;yt 5�I. SOUTHWESTERLY by said Parcel.B on said plan,'1'14.08'feet; „ I Qt NORTHWESTERLY by South Main Street', 60 feet;. and n� 2p p NORTHEASTERLY by land now or ,formerly of Barbara J. Bearaa, ' CANCELLED as 'shown on said plan,, 156.16.feet. — �1)� 2 3 2.5 5 ' The,-above parcel of land contains in area of 25,264 square'.feet -�` """' - - V _.._ N of land and is: shown as PARCEL A_on a plan of: land enitled n•. , __ _ "Plan of Land in Centerville BARNSTABLE Mass. for LAURENCE.W. HEARSE, Date: September 7, ,1982, Scale: 1 in. 40 ft,,, Eldredge _ t Engineering Co., Inc. Reg. Civil 'Engineers & Surveyors, 712 , Mass."Hyanni s, , which Main ., . - -s - y plan is :duly filed' in the .. ' BarnstaStble.County Registry of Deeds in Plan Book 368, .Page 35. ,a So much of said land as is..iacluded within the Easement - • - __L�))) Q as set forth on a Plan of Land entitled "Plan of .Land in .+ 'Barnstable (Centerville), Mass. for Eleanor C. Orbe, 'date:. Oct. 31, 1985, Eldredge Engineering, Co., -Inc.; Civil Engineers & '•4 - �i I Surveyors, '712 Main Street, Hyannis, Mass.'!, which said plan is'recorded with said deeds inPlan-Book 408., Page 39, is subject to an easement 'appurtenant to lot B5 as shown on said plan ._ for ingress,and egress to and from said Lot B5 and South Main I ` t w, 'Street, and for all purposes for which ways are commonly used W in .the Town of .Barnstable, Massachusetts, Said land is conveyed �. €s with the benefit of an easement of way for purposes of ingress and egress to and from the within granted prem s and South ;< "k Main Street in,.over and upon so much of.said ' " '�'L, •Easement" F� as is located within. the bounds .of Lot B5 as shown on said plan 1 I ast hereinabove mentioned. V �� ff" ti 01987$99 ourShatids and:seals'this I day of•ArrI" ' n• yyF OCTAVIU$ A. ORBE(" a} �F.'js zE,E ANOR C ORBE' "OP REALTY AYIDB DRBfi Tr RECORDED MAY 187 We � '" ° r ka martOil . �• f r.• yr 771 Locr•.-3689 luf. 241 0`T719 f nufrr all Pent hV f4gsz ?jrisents i T-Ilifl WE, 'LAURENCE W..BEARSE and JEAN McK. BEARSE, husband and wife, as tenants by r the entirety, both of Lake Wales, Florida I for the full consideration of $48,000.00 hereby unto OCTAVIUS A. ORBE and.ELEANOR C. ORBE, husband and wife, as tenants•by the entirety, both of 241 Mountain Road, Ridgewood, Bergen County, i New Jersey 07450, with Iq.Widuim rotienanf8, the land, together with the hniidi.n¢s thereon, sfruar'eri'. in Barnstable (Centerville), Barnstable County, Massachusetts., bounded and described s as follows: s...;: _ I NORTHERLYby-% land now or formerly of Barbara J. Bearse, as-shown on plan zr here Ina Ete.r,.men[ _ned,x8'3v32-feet,;""' EASTERLY by land now or formerl•y.of William and Helen Twohig and land.now or formerly ,of Alan Packer, as shown on said plan, 124.95 feet; SOUTHERLY by. Parcel 8shown on said_plan, 132.11 feet; ' WF.STF,k1;Y by, ..Parcel B, as shown on said plan, 46.54 feet; . NOKTIIWF.,STERI,Y by. said. Parcel B on said plan, 48.91 feet; f' + .. WESTERLY by said Parcel B on said'p1an, 55.09 Ecet; .'. �. SOUTHWESTERLY by satil Parcel B on said:plan' 114.08 feet; NORTIIWF.STERLY by South Main Street, .60 feet; and NORTIIF,ASTERLY land'now or former] of Barbara J. Bearse y Y ,. as shown on ' said plan.,., 156.16 feet. The above na reel of 'land contains an.area of 25;264 smjare foer of -land ant is shn.On y as PAKCEI. A on a .plan of' larid entitled "plan of Land in Centerville BARNSTABLE Mass. r` for I,AUk(iNCF W.. BEARSF,', .Date: Sept. 7, 1982;'Scale: .1 in. _.'40 'ft.., . Eldredge'Engineering Co., Inc.' Reg Civil Engineers-.& Surveyors,*712-Main St, Hyannis Mass."; which plan-is duly filed in the Barnstable County Registry of Deeds. in Plan Book 368, Page 35. For tit lc, sec deed from Annie E. Bearse to Laurence W. Bearse and Jean McK. Bearse, dated April 18, 1966, recorded in-the 'Barnstable•County Registry of Deeds in Book 1332,' Page 1035. i Pieaning and intending to release and, hearby-releasing all rights of the' F;rantora in, over, under and upon said Parcel A of any kind or description whatsoever ands more partioularl �. , y,.'any rights of'travel over any portion. of the premises-herein- cnveyed to or from other-land of the grantors. +. pIfnef38 our hand s and seals this. 23rd day of `December A.D: 19 82 ; 2.. - _ r 'STATE OF FLORIDA y r �tfiliMtirltGli+&4tll dlitillBiYl1s�EKtts: Lawrence W. Bearse i . Polka, ss. December 23, 1982. s } Then,personally appeared the above.nanted 4 an McK. Bearse LAURENCE W. BEARSE'& JEAN McK. BEAR SE and h d acknoikled e the fore Nyt� I g >{Ql � tunent to ix 1 their (rtt act and.deeas bCf�pjyo'{ne :•OMy Fublic,Stato of rlorida•n bfp. I ��L� C.c�j4c2cL J� C MJI Wm+tisnan ERDins.OcL 3,1986 My commission ex irei :'t O e tarir Pub is ^ Tlnr t.itJln}' J 4i•, �`•- O. I:FA r OF 1,`.! ACb'USETTS •yPdl'c <,eet .. Q v i1y k � 1e` N d fig J..... �.-Hill 183= KtU O MR 1183 t: • B0014965ME 030 _ 15451 _ QUITCLAIM-_DEED We, OCTAVIUS A. ORBS and ELEANOR C. ORBB, Trustees of 0. F. Realty Trust, under a Declaration of Trust dated January 28, 1986, and recorded with the Barnstable County Registry of Deeds in Book 4923, Page 23,E both of 241 Mountain. Road, Ridgewood, New Jersey 07450, I for consideration of ONE DOLLAR j$]L.00) paid, I grant to OCTAVIUS A. ORBS and ELEANOR C. ORBE, husband and wife as tenants by ,the entirety, of 241 Mountain Road, Ridgewood, New Jersey 07450, with qUITCLAIM COVENANTS, The land, together with the buildings thereonMae situated tten Barnstable (Centerville), Barnstable County, and more particularly shown as IM on a plan of land entitled, "Plan of Land in Centerville, Barnstable, Mass. 983 Revised: August for.Laurence W. Bearse Date: June 13, ingineering Co., Inc. 12, 1983 Scale 1 in.- .40 ft. Eldredge Engi Reg Civil Engineers & Surveyors, 712 Blain Street, Hyannis, . d plan is duly reco ! CMaeounty�Registry iDeeds in Plan Book 406 r ed P gew42. Barnstable of For title, see deed recorded with said Deeds in Book 4923, Page 27. I ! EXECUTED on this 4y of March, 1986. O. F. REALTY TRUST By, Octavius A. Orbe, T(r�ustee Eleanor C. Orbe, Trustee r STATE OF NEW JERSEY Bergen, Be: March , 1986 . Then personally appeared the Trusteabove-named aforesaid.us A. and Orbe and Eleanor C. Orbe, acknowledged the foregoing instrument to be their fre and deed as said Trustees, before me ' ` f Notary e4a ,�� •7� A A Natmy P,d+Gr n New yf Oil y Dt commiul m t"Ires Oct E My commission expires: f M �t�MAR 17 86 Town of Barnstable Regulatory Services A Thomas F.CMIer,Director - ts DMston .� � � Btulding ; 639• aye • •Tom Perry,BuBding Commissioner 200 Maim Street, Hyatmis,MA 02601 www town barnstable nna us Fax: 508-790-6230 Mre: 5o8-862-403 8 HOMEOWNER it misE g "nos ' P]easeYrInt . DATE: 9 Y W b 5, ��v� 1 lies ` M A. 0263 - JOB LACATION• —' :➢�' ��t ffI J vr�laga _ • number � street ®✓ - "FiOMFAVtNEB": ©/��1 Us � work phony� • aa:ae ' Octavius Ah 01oe a AnDxE.ss: 743 West Saddle River Rbad ' Ho-Ho-Kies,New Jersey atyhown Mate The motion for`jomeowncrs"was extended to includz owner-occuvied dwellinas of six imita or less cad to allow ho=owmrs to'engage an individual for hire who does not possess a license,provided that the owner acts as Mervisor• DEFMMON OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to dwe attached or detached structures accessory to such use andlor farm stmctur-es. A be,a one or WO-faasily fling, a horneowna. Such person who coiostrncts more than one homy in.a two-year period shall nat be Fonsidered that he/she shall be «h wnd'shall submit to the Btnil ft Official on a form acceptable to the Building 4homoorble far all such work "'max uadcr the btnldias peam (Section 109.1.1) rooms—The wed`homeowner"assumes rs.spoasibtiity for compliance with the State Suu'ldia8 Code and other.• :applicable code's,bylaws,rules and regulations. - ' d"hr uneownee certifies that he/she uaderstaads the Town of BaaDstabie Building Department s The proc and regah==ts and that he/she WM comply with said Procedures and 77 Approval of Btu'lding Mew Notoc Three-banly dwellizW eont bin&3 5,000 cubic feet or larger wilt be required to comply with the State Betiding Code Section 127.Q Construcd=ContmL EOMOWNXWS rJMMPnON - The Code atatea that:"Arty homeawaes pu�S work forwMA a bu' i'iding permit is required shall be exempt from the provisions • of this�ctioa(Seetiast 109.1.1-I#eensia8 of coa5broctio®Supavisora�provided that if the hormeovmes engages a pasbn(s)for hire to do such, ' • wor]�thdf mb Hoaoeowaer shall act w supevisoc:' the szb7ities of a supervisor(see Appendix Q, hor�aea>eaert vrho use t is aoempt36ss are unaware that they are assuming Rules A xegolatioas for Lteeosin8 Cossshvctioa►Sys,SectioaZ.1S) This lack of awareness often results in serious pmblems,pardOulaslY as bins unlicensedpsasoms. IM this ease,our Board ceanot P agahnst the unlicensed person as itwould with a]icensed Supervisor. .= acting as Supwam t is vj&=ttIy responsibly art of the perrrutapplicatlon, To entice that the bom mmw is MY swan ofhis/hcr responsr'biH M many coramuruties require,. P that the bOwww=certify ihathelahe uiderst mds tbesespmsibilities of a superi=isor. On the hut-page of this issue is a fem etimcoOy used by You nuv two t amend and adopt such a form/eeti8ea6on for use in Y=conanamity. The Commonwealth of Massachusetts a Department of Industrial Accidents n a � Office of Investigations 600 Washington Street r Boston,MA 02111' •_ " vrOmmass.govldia ' Workers'Compensation Insurance Affidkvit.'Bullders/Contractors/Eleetricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organiiatiowindividual):_._OCz-Vies A. Age Address: rRI ,'> City/State/Zip:qt,- ,- KU 1`! 0-742-3 Phone.#: Zoi 4f7 X.1 Are you an employer?Check the appropriate box: :Type of pioject(required):, 1.❑ I am a employer with 4• ❑ I am a general contractor and I 'employees(full and/or part-time).* , have hired the sub-contractors 6. El New construction . 2.❑ I am a'sole.proprietor or partner- , listed on the-attached sheet. 7. ❑Remodeling ship.and have no employees These sub-contractors have g, ❑Demolition; 'working for me in any capacity. employees and have workers' 9. El Building addition [No workers' comp.insurance comp.insurance.$' required.] 5. ❑ We are a corporation and its 10.❑•Electrical repairs or additions 3r'9LI am a homeowner doing in-work officers have exercised their 11.❑Plumbing repairs or additions ' myself.[No workers'comp, right of exemption per MGL 12.❑Roof repairs insurance.required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp,insurance required.] '"`*Any applicant that checks box#1 must also fiU out the section below showing their workers'compensation policy information. t Homeowners,who submit this affidavit indicating they are doing al]work and then hire outside contractors mu§t submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing thename ofthe Sub contractors and state whether ornotthose entities have employees, If the sub-contractors have employees,they must provide theiF workers'comp.policy number. ram an employer.that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Name: ' Policy#or Self-ins.Lic,#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under he alp and penalties of perjury that the information provided above is true and correct. �`Si tore: f� Date: I— _b 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): _ A.Board of Health 2.Building Department 3, City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: 1 Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. •' Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the 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 ehapter.152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public7 work until acceptable evidence of compliance v�ithtlie 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,it necessary,supply sub-conti-actor(s)name(s),address(es) and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members•or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit.or license is being requested,not the Department of din the law or if you are re wired.to obtain a workers.' Accidents. Should you have an questions rear y q Industrial A y q regarding y 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 Towli 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 fo 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:. .e Co».onwW&of Maasach=tts D artmot of in vital Accidents Office of Invest gatiozks 600 Washington Street Boston,ARIA.Q2111 • . T0.# 617-727l4900 ext 406 o.r1- 7-MASSA.F.E Fax 4 617-727-7749 Revised I1-22-06 WWW.Inc'#mg6v1dia li September 22,2009 Daniel Lewis 3,32 Whitney Street j Northborough, MA 01532; 508-612-8771 ; Jeffrey Lauzon Building Inspector 200 Main Street . Hyannis,MA '02601 re: 269 South,Main Street,Centerville,MA Dear Mr. Lauzon, Please find enclosed a Revised Second floor Framing Plan.. I will be using some hemlock beams in lieu of 2x10 framing in some areas, as shown on this plan. I have reviewed this with Michele Cudilo P.E.,. although I am providing my own seal and signature on the plan. f Please contact me if you.have any questions. Sincerely, Daniel Lewis ;. S hZ; S l@ II! " I • 12'-0" 7-80 20-4" 6 O" 6'-0" 2'-2" 5_6. 12 6,-8" , General Notes: ix ALL WORK 5HALL BE PERFORMED IN ACCORDANCE WITH ALL CODE5, ORDINANCE5, AND RE5PON516LE TRADE PRACTICE5. ALL SUBCONTRACTORS 5HALL BE RE5PON5113LE FOR KNOWLEDGE OF AND ADHERENCE TO THEIR RE5PECTIVE BUILDING CODES, ORDINANCE5 AND -- - RE5PON51BLE TRADE PRACTICES. THE CONTRACTOR5 SHALL NOTIFY THE _ — ARCHITECT IN WRITING WITH DETAILS OF ANY.DEVIATION WHICH WOULD AFFECT THE CODE COMPLIANCE OR DURABILITY OF THE PROJECT. THE CONTROL OF WATERPROOFING, FLA5HING, VENTILATION, CODE 1 -- — COMPLIANCE, AND CON5TRUCTION PROCE55E5 AND PROCEDURES ARE- THE RE5PON5113ILITY OF THE CONTRACTOR. up — bas,eme nt QUO SMOKE DETECTORS REVIEWED T BL ILDING DEPT. DATE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING 40-O" Basement Plan Scale: 114" = 1 '-0° LeW15 Re50ence 2G9 South Main Street, Centerville, MA ' Daniel LeW15 AIA, Architect 13 July 2009 02009 508-G 12-8771 40-0" 6'-O° 1. 3'-10" 3'- 3'-6° I 0-2" 6'-8" 16'-O" ZA rr cv I U'1 o - — — - - — Kitc1henjDin � N -- --- Master Be room -- — - - Q x 0Deck F1 0 1 L Z do up I § m dw � Tj 5'-10" 3'-6" I'-i 5'-4" 3'- " 2'-G 2'-6" 6'-8" 2'-6 2'-0 3.6„• M (— — — Laundry Closet El W,d o oom m N 2'-6k6'-8" o"x i 6" I F e r o - - - r h jT 3'-O"x6'-8" co N T7 whirlpool 2'-4NG-e^ w Master -Bath — Po der a °° CV 71-4" 9' 2" 3'-1 1" G-5" 5'-2° I'-I O" 2'-I O° 3'-4" 4'-0° First Floor Plan Scale: 114" = 1 '-0" 960 SF Lewis Residence 269 South Main Street, Centerville, MA Daniel Lewis AIA, Architect 13 July 2009 02009 508-G 1 2-8771 A-2 I 5-9 5'-O" 7'-8° q$;tg 4'-I 0 I G-8" 5'-0" . 3 ----- - - — -- - Bath ro - t t Bedroom 2 'clownI I'-6"x I '-O" Game Room 328 SF O 22 x3� — — — — — — — — r — — _ ' O N 2 3 � acces� `t II attic55 5 "x6'8°bi d — I -- —� — linen closet N 3 " . half Wal b I O O 5'-6" 5'-6" G'-10" 3'-4" 2'-2" 1'-8" 25-2" 3'-4" Second Floor Plan 5cale: 114" = I '-0" 752 SF Lew15 RC51dence i 269 South Main Street, CenterwIle, MA Daniel Lewis AIA, Architect 13 July 2009 02009 508-G 1 2-8771 A-3 • E Notes: 5 114"pre-frnshecl fiber cement siding with 4"exposure. ` All:extenor trim is to be cellular PVC as shown. Windows and sliding glass door are to be Pella Architect 5erie5 1 r- hurricane5hield impact resistant aluminum clad double hung and �T T!— _ __ _ _ _ awning windows with low-e glass and simulated divided hghts as I i r-- -- — —. — - 1 ----. -- — -- - shown. T- - _T 5hingle5 are to be Certainteed Independance installed over Certainteed roof underlayment. Install ice and water Shedd membrane at all eaves, valleys and roof/wall junctions. 2 7 2 7 3'x3'cupola is to be installed above continuous roof sheathing and is to be anchored to roof framing with four hold-down straps. ILI IL 12.1 12,1 2 7 2 7 2 7 2 7 2 7 /8'taller /8'taller /8'taller /8'taller /8'taller FTI ower sash owe r sash lower sas lower sash lower sash mp.glas mp.glas Front Elevation tee- +/4 -_ +---Oil - - — -= — — — — Lew15 Residence _ 269 South Main Street, Centerville, MA Daniel Lewis AIA, Architect 13 July 2009 ® 2009 508-6 1 2-6771 A-4 I E _ YE - - I I E E LLT - —Le L7 2 7 IMF 21 ADE 4 Ri ht 51de Elevation Left Side Elevation Scale: I/4" = I '-0" — -- Ce �G9�uth�fam reet, entervdle, MA Darnel Lcw,!g AFA,Architect — I / 13 July 2009 ® 2009 — -- —J � - 508-61 2-8771 — A-5 ' E 2 7 Fo 2 7 2 7 217 2 7 ON mi egress mp.glas LJI EEi ELI ELI 2 7 2 7 2 7 2 7 2 2 7 /8°taller /8°talle /8'talle \ 0°x24°mi lower 5a5h lower 5afh lower sash 217 j egress FEE] E171 [�2F7 Rear Elevation Scale- __ _-___:_-- -- _� __.-.__ _ ..___ Lewis Residence : I/4" - .I '-O" - ---...._.__ ____ r269 South Main Street, Centerville, MA Daniel Lewis AIA, Architect 13 July 2009 ® 2009 508-G 1 2-8771 — — — — — — — — — — — — — A-G 40'-0" 3'-8„ P-4" 6 3'-6° 4'-4° 4'-4" 4'-4" 4'-4" 4'-4" 4'-4° 4'-4" 3'-G" 1'-4"- O J ❑ r ❑ O O ❑ u ❑ ❑ O CO ch crJ Deck Notes 6xG pressure treated posts rated for ground contact on o I stainless steel PC 5t seats on 12"diameter concrete piers with 24"diameter 'bigfoot'footings with#5 bar vertical. N , x� , q 2x 12 pressure tr ated beams and Joists I G"O.C. with 5'-0" 5'-0" 5'-0" - galvanized steel h Id downs,joist and beam hangers rated 5 0' 5-0 5'-0 5'-O° 5'-0" for contact with F ressure treated wood. O �L dig—.-Cam. filted taft cotes and 2x I co Sir- 0 N Foundation Note5: a 0 10"4000 P51 concrete foundation walls on 20"x 10"keyed footings.. ❑ I _ - a? I 2x6 pressure treated sill wit h th 5/8 ilia. anchor bolts and 3 x3 x 1/4" F� washers with spacing'as shown. , M ❑ I Footings are to be placed on undisturbed sod with 3000 P5F minimum bearing capaaty, 4'-0"minimum below grade. N I i t ` 1 Concrete floors slabs shall be 4"minimum over a 6 mil polyethylene vapor I r n barrier on a 4"base course of sand, gravel or crushed stone. Slabs shall I ❑ have I"deep control joints 20'o.c. maximum. 171 " 4'-4° 4'-4° 4'-4° 4 -4" 4'-4" 4'_4■ 4' 4° 4'-4" pr Foundation flan Scale: 11411 = 1 '-011 Lewis Re5idence 269 South Main Street, Centerville, MA Daniel Lewis AIA, Architect 13 July 2009 ® 2009 505-G 1 2-877 I A-7 (2) 2x8 header (2) 2x8 header (2) 2x8 header Iff Framing and General Notes: All work is to be completed in accordance with all applicable codes, ordinances, regulations and responsible trade practices. Framing lumber is to kiln dried 5-P-F or equivalent with the following minimum strengths: 1 Fb E 0 2x8 1200 P51 1,400,000 P51 2x I O 1100 P51 1,400,000 P51 2x 12 1000 P51 1,400,000 P51 O p N N Install joist and beam hangers as required. N N Install 2x8 or larger headers typical unless indicated otherwise. Coordinate openings for plumbing, vents, HVAC, etc. prior to the start of framing. (2) 2x 10 flush framed ' ist hd e im Install all manufacturer's products, including LVL and structural connectors, in a gers s re i t strict accordance with manufacturer's requirements. Framin r g contractor ctor is to have full knowledge of and maintain copies on site of the AFPA Wood Frame Construction Manual 110 MPH and all manufacturer installation instructions. 2 0 ff rjoi s 1 o.c. First Floor framincj Plan Scale. 1/4" = 1 '-O" LeW15 Re50ence 269 South Main Street, Centerville, MA Daniel Lewis AIA, Architect 13 July 2009 ® 2009 508-6 1 2-877 A-8 (2) 2x 10 header (2) 2x 10 header 3 I/2"x 9 I/4" LVL header IL x 10 flu5hframed N O ' 41 8 � J 0 L N O O x N L N N (3) 2x 10 flush framed cv J i t an bea an rs a ea. s m v M s (2) x8 h der 3 2"x 12" VL h r (2) x8 h der x ( 2x l hea — r N - - 2 O fl rJ s I O.C. N t I A N � I L N 1 if (2) 2x 10 header (2) 2x 10 header ' (2) 2x6 header (2) 2x8 header (2) xG header Second Floor framincj Plan Scale. 114" — 1 '-0" Lewis Residence 269 South Main Street, Centerville, MA Daniel Lewis AIA, Architect 13 July 2009 102009 508-91 2-8771 A_9 4 ( -0° I'-5" 2'-0° 12'-0 22'-O 1-5° 9" If 2x 0 he der ( 2x8 ea ) 2x hea r Alf—1 (2) 2xl O headi 2xYl C ra J 6" c e � N 2> 2 ce lin,3st/' fters _ Joi [-do eam a 9 i / N X $ E r` 2x hea er j (2) 2x l 2 3 2"x 1/2' /I 9' I O" L L b 1 314 x ' LVL id a oard � i n TA ri str at ch r r S r v LV t N 8 he der a 2x I C rafte .I 6° .C. 2— — a a +� .- � •'� cp � �i— ., - � ,� gam. .: cvN 2x 10 rafters 16'!o.c, a - s 1EH Roof Framincj Plan Scale 114" Lewis Residence 269 South Main Street, Centemnlle, MA Daniel.Lewis AIA, Architect 13 July 2009 02009 508-G 12-8771 • A- 10 r 1 3/4"x 14" LVL ridge board \ 5/8" COX plywood roof sheathing 2x 10 rafters I G o.c. 9" icynene insulation R-33 ' 2x8 ceding Joists I G" o.c. • \ N . Second Floor � ' • 2x4 studs I G"o.c. 2x 10 floor Joists I G" o.c. 51mpson strap ties at header per Simpson Table 2.2A at each header and Jack stud typical wall construction 2x4 studs I G" o.c. l N 7/1 G" Huber ZIP 5y5tem wall sheathing , R-1 5 fiberglass insulation with vapor barrier Fi r5t loor 3/4"extruded polystyrene continuous ext. insulation R-4 ap housewrap F 5 1/4" pre-finished fiber cement siding with 4"exposure 112"gyp. board w/skim coat plaster typical at'walls and ceilings - - r 2x 10 floor Joists I G" o.c. R-19 fiberglass insulation 51mp5on D518 floor to floor/stud to stud connection strap 32" o.c. 20" min. long at each floor level fastened with (G) I Od nails 12'-0" 12'-0" • crJ _ in 2xG studs I G" o.c. 2xG p.t. sill over sill seal insulation Basement 5/8"dia. anchor bolts - see foundation plan 10" concrete foundation 4" concrete slab with GxG 10/10 mesh N 20"x 10" keyed concrete footing Cr055 Section A- I I Lewis Residence { 2G9 South Main 5treet, Centerville, MA Scale: 1/4" = 1 -Q° Daniel Lewis AIA, Architect 13 July 2009 ® 2009 508-G 12-877 I A- 1 3/4"x 14" LVL ndge board 2x 10 rafters I G"o.c. �\\ (71 . 2" slo a coBdco Type 5 30"x3G" insulated roof scuttle 60 and single ply roof deck membrane system. O 3/4"T*G plywood roof sheathing' 2x 12 ceiling Joists I G"O.C. Simpson H8 hurricane tie at each rafter/top plate connection roof access ladder-7 degree angle 2xG oak treads 12. r typical _ Second F or _" 14'-4 1/2" " O t x 10" = 5'-012 I/4 4'-4 I/2" � . 2x4 studs I G" O.C. 0 m r2 I/4 treads x = 2x4 studs I G"O.C. First Flo r: 4'-4 I/2" 3'-8 3/4" u? c0 t x — -4 4' 3" l 2x4 studs I G"O.C. 2x6 p.t. 501 over sill seal'insulation 6a5 menf 5/8"anchor bolts - see foundation plan 10"concrete foundation 4"concrete slab with Gx6 1 O/10 mesh N 20"x10" keyed concrete footing Lewis Residence Cro55 Section A— 12 269 South Main Street, Centerville, MA Scale: , 1/4" = P " i Daniel Lewis AIA, Architect -� 13 July 2009 508-6 12-5771 ® 2009 A- 12 1 40'-0" 2'-8 I/4" 2-5" 2'-5" 2'-5" 2'-3" I'-I O" 2'_3" 2'-5" 2'-3" 1 1 1/4 (2) 2.x 10 head r 1 1 (2) 2x 10 header 3 1/2"x 9 14" LVL hea er m � � L O N C� 4x I hemlock ams O 2x I flocljoi5t. I G" c. 4x I O mlock b s X N � imberl-ok 3/8"x6"fasteners v MTLOK06 x 3" penetration into O x 10 beams-quantity as indicatedcv 2x 2x Cx 4x 14 be 11 1N ' L J N J O 2 x8 header q u N CCv (2) 2x header 3 12 9 12" L heade X N _ V� L A X L N L X N m N2x 0 fio r Jois 1 G' O.C. 4x 10 heml beams N M S X N ® N (2) 2x 10 header (2) 2x 1 header 2) 2x6 heade (2) [xg5 header (2) 2 6 heade '-2" 2'-0 2'-6'i 2'-6" 3'-0" 2'-8" 2'-8" 2'-4" I'-I 1" -1 1 1/4 Revised Second floor r Frami ng Plan �. Scale: 1/4" = P-O" mass,, Lewis Residence 269 South Main Street Centerville, MA 02632 22 September 2009 I o`3oc.E�Aoo DEl"ECTORS REVIEWED R a: :67AEBUILDINGTO EPT. DATE a" FIRE DEKIRTMENT DATE APE REQUIRED FOR PERMITTING n= �n m � CARBON MONOXIDE ALARMS MUST BE INSTALLED PER 4 MASSACHUSETTS BUILDING CODE { a r r E 01 O"x 4'-O"Poured tantre}c found,+Ion � S Sr o <c+en IG"x 12"tmn}inu N<tonKe}e foeYinq w/2z4 keywwY ---- -- - -- ------- - --- ----- --- ---- ---- Plc-wdlmdrrwellfordown<pou#< _ ----------------------- _ lV Poured toncre}o O I l I I i ' rc#wininq wall_he}on�O`x 1 2" _ "Pourcd tanirc#e<Iwb I uou<ta---foo}i----L— � 11 can#in r I i 9"Poured contre+e<Inb w/v mil poly vnpor bwrri ioxoiu L___ ' U w/G mil poly vnpor barrier -- - w poured aonere+e fcundn+Ion I Q • I I � - <c+on 1!o"z 12"ton+inuou<aontrc#c I —————————— � foo#inq w/2x4 koywwy. i i .P + I I >'-a•. �'-a• >'-a• �'-4" >'-a" I I 0"mz a'-O"hono+ubem/pysoo#m n' ' -�- • d d 4 d uep'd9 k 0 dct anise+f r oiimp<n v"zv^z I o"1�—potko+ pc Pic<w/ n m __,uII1 III xo"(Ofzov<ruco^nepdI+nDbil t oe+t^#}�#a on wo'!hmf0''p-10P t"k eI\t\_ 0_________ __ _ __ Qw m -- £ - � I c Wcllm dr ell c � �16 s O. — _ 'O Plo-WaIIP drywcll far down<pcu+< I I � �\ w/m mil poly vnpor bwrrlcr. I I r / — � - d a --�3 c ....5. �.E..c I I r for roof run-off �.\ I I______ ________________ __________—____—�____________J /� � ffi ....Al..v-V_i H. O"x 4'-O"Pourcd tontra+e found,+Inn .... ...._.... y I <e+nn I m^z I i;tnn+lnunu<ennKe+e ...��.;. -o fec}Inq,w/2x9'kcywwy. ppc } t _3 Q O Q �d-l- Om3�o�Q£ V l{1 C p� O� v m c eO O` U �W ��l�� DRAWING TYPE: FOUt.�I`J�TION PL-�N Poundai-ian plan SHEET NUMBER: A l O O •Ec N Sao Q ,Pa�Eya Ep a�cws���°o� Ia'-I 4 � o ��8:aa�oYA3n 1"pU�imbowrdm I"pGl mbaardm � d b_,9 m O a `u�� I I I I I 1 1 I I I I I I I I I \ I I I I 9 1/2"pGl9 hos Jciatae IG'a.L. I n 9 1/2"pGl Sow Oc Joists®1!e"o.c. 1 R"pG1900<JRi<}se IG"o.L. ! 1 4"pU 900cJoistso I!o"o.i. I I '� na iMA%T'1 wy g e hangLr.m 1 m'o.L. I I I 1 9/4"x I A"Vcr<wLwm � IIIIL—.-_—IIII I 5 1.. rocfd pU b1oLWnq a girt I _ I �ilmpsano ll-J-A I A Hunger 1 I J 1 \1 � S • ZlmPxana Ln(A%*'•�UZ 20 hwngor ®16"a.c. � / I p Jf. •C 1 _ _ _ _ _ _�� I a"pG19mimsps®onI aC'v"a \\\ 00sJois# I 14"pG1900<lois}s®I!o"a.L. iI P.1•.2ao4 1 v" f7T-4 1 9 Nwgc B 1 o VLO _(� �- U fsj �EGOt.�I�FLOOD F��1�E _ pc FI hT FLOO F 1�1"�E O � '-p" - Alol - c - 1 I II I I I -_L..•�-�--�3... . II I In D-m-.°9 2 x�o Lwddcr rwftarc®I G"o.L 1 I 2 vG Lwddcr rwf#crs e I!o"o.L - 2v0 Raitcrs®IG"o.c. 1 I 2xA��f}crsm 1!0"o I I � � 4- LLV,•-Oi a L. o C I I I I I I I C I i I I I I 1 I — I 2-119/9"x l l I'll/B"VoruLwmm � m_--`� 2xG Ladder rwfteroe 1 v"o.L I I I g a m o m s 2xa P-wftar m III"o..l. 2x6 Lwddcr raf}crs®Ila"o L_ J I sq' O O u� \N e I— — 2xloL dde rfter 1,�IlIler"e.L i yv—vF•+� —\ �' fittl4= Oo —^3p 1 2v1 op- r ®I!e"o.L. L_ _ _ _ � IIILLL ---llllll ___IIILLL llllll JJJIII o°T L` So) J I D. L DRAWING TYPE: G b_OOF F -A SING FL A`I First Floor Frame r ' I T�,Y_ heGand Flaar Frame Ago I Gale: //4" = I '-O" t=oof Frame SHEET NUMBER: 1 Q C..E q 14'-O'• I'-GI/4° r>'-101/2" 0'-9 S/9" 1�'-9 S/A" a s u5�������o`d Z 1'& ,s°Zo.. y._o, Iq,y. I I �,_Io• < � o ggaam ����� 1 o'-a• 7 EP U � P x Q c gc �r �C Q y. L `\Q C V � fr d b ---a S EDc � • -------- raw - L aAndcr<cnmTw2esv •. ' - -� � '�- ol a HoR+-N-Wom ceMa2 O ® `y -. 9n4 firnpl.we O h N a i 4'F-eA-��OOM e v O Andercenm AW ZS 1-2(R"MUIII � �v k m I xa M,h,ganY decking O � O `'Y !oimp<onm PSGGY(w/I'}rwncoml nl�+ fANING/PAMILy BOOM n 1 xa Mohogwny deakinq - - - n c<an p).• Q p. .0 2'4r7/B"%2'-a>/B" -' ....J vi R Q 3 AO..o. ..r-m -. < r Andorwnm Aw2S1 .. .� x 4'J J • 0 3. 1 9"O eiiruerural fibcrglw<.. (Q O V <E a m m ...."4' ,�u,.0..$e.. a puJdar<Ne}e<: � Ol 0, J A.All Intcri,r door<wro to be Y ro<Go l id car, a- a m Athar}on•B5R w//n,hlMem Orbi#hwrdwerc(Pre-primed/pr e-hUn9LbKeld door< C �, a� wra#o be Morgwnm l-(-2P0-IOS%(Pre-prim,d/Pr,'hungl - � - -'- -�u acdbw<om • � � �m G.IV—end window cn<ingc aro},br.q 1/2"%}rwti,rd,a<inq./n+ool aap<wr,}e be m YSro<c,m•1 1'/S and•1 2�9 f Pra-primed 1 , O.Yntair<,wra#o ba oak}r¢ad<w/Pwin}ed pi—ri<orw P.¢}air rwilinq<Pro}o ba Gofimalm(Pa<+-+o-pas}1 A All And,ra,nm window<wre+a have aver 1-7/A"wood g ilb. _ y m __ exterior tr ir,.i<to be I z R Axwkm w/Z"acmpa<it<ill<}cak, , • ,h v �S 9 � sEOv .. P \ yn a� am 30 �3�se"o \ r b¢ 4 043ev ALE Ill � d1�m'a as JLL 0 Asoo Gale: f /4" f '-O" � � N + J a.o� � a.- 7 7!o Glross h,1.Ft.Living space o`ga K � YO'-o" 1 J LL 15 1 4 T'otal Gross �Q.f1-.Living�PaGe o e'-o• DRAWING TYPE: Pirs}Floor Plan SHEET NUMBER: A 2 00 _ , +5 �. z,_o.. I I•-I I" s1-> I/z'• I r-•�I/?^ r-o' Q & a`6 33n� =u 4 ... G'-I" Y'-9" 0 I �._lo` c a'-o >•-r � �J' 2..3� oti3� u u -o met an J- �p ° a' Ar L L µ (r ``Q C V r r __ _ _ _ _. _____-___ Ar -�- 0 vN A c I p::Cv apt:•I --��— peraF-oo}t•.: I - 7 q i _ - '' _...a—•�dcf:'.mnm rK/g.496-2/9" ul-I III O O L - -- F %CMw k P Andar�.enm T•N 2 4 4l 2(A"hMl I _ 'I .......... y. „"rnw . 112. I 9/11 I I cra..o/o v,orae i e 7j. 0 m' O1. mO E.. m 4 14nnm v,nll PM4 .. 4' ...well c �. _ - - 0. H : 0 a :: c>ternga I. h}crw9m _ < N m. _ n L. m _ --T- _ _ _ _ -- _ _ _____ _ - .. _ _ u P # �..c-L z&. O y O..r a.. Wfldars n.o}as: � 01 p, J - h.hll in%ar'mr dmar<nro}m ba F>rasmo m>alid metro � C - " G a ' h}hmr};:n•Bai4 n//nmhingmu'Orbit h9rdwnro.fPrn-primad/'rm-hNn91.R>Kold door.: `r d.. • xa to La F(mrgwnd Fl-2Pp-:099(Pra-primad/Pra-hur,91 "d • "- - 1.Vamr Ord window e.nsinq+nrm}m ba 9 I/2"2}rwi4ord cn q,2}aal w+F•s wrm to Let m prmcmc�•14>'i wnd•I 1 9 9(Pro-primad I ---- - V.cn}nits.•u-a%a ba O wk trawd..w/pninta d pina riser.. LL.... P.h}nit nnilings wre het be Gmif�nnn"f I.ms�^to-pos}I /! .�.All Andarsmnm windows wrm?c hnvn Am•:cr I -l/0"wood grills. Cx{'cricr trim is}c me 1%9 A.nnkm'q'/?"mmnpmsi}.:ill stork. m �� O r 7 `L m u 0 u�^i•^i \�S F- P lAIP CIO d �� Gale: 1 /4" r m`mN�m9s o� 8 Grass hq.Pt.Living space z k _ o - DRA W ING TYf' - heoorld Floor plan SHEET NUMBER: AP ®0 0oE3a,,os 4 u Lyra P,Us4 Gen+tnuous ridge y¢n+- Arahit«aa-urwl asphal+shin}I¢s - ' EZ 14 2- I %/4"% I 1 7/B"VersaLwma' l5•F¢I: I/2"APA rated-.h«athinq ! J/% �' I �•,rchitactural asphal+shinglas— I \ / i 1 i I Fy¢ 1 � 2"rigid iowm insula+'mna IG"o.c. 1 -� �' ( i4um num drip adga �! _— i 12 Azwkm 1.Bfacica I ' `I 2 BJoistsa Ilo"o.c. �� 12 ///''' Alum num qul tern-o drywalls =--'s— 4,' ' �• — L -�>) '� Go+rnuous lu.: um scffi+van+ 0 2-2x8's —I L2"Or wolf 4- L Azwkm I x l 0 soffit Azak'0 1 xB friers¢board V` /' 9 1/2"Grown moulAi ng „Pl, Q 2 z 4 WA muds®�I - Tyvakn hoysawrap w/15•fad+_— J 2 x 4 In}erior wall stud° 1 lo"o.o. p V X7 a trim.windows and doors `\ W.G.shinglas<¢xtr.s- res+ainad)a 5"t�N. t,F L i n. �; ,e'r DATHf-ooN A- 1 i IGe wrA water shield e'caves ar.d cheeks 'J �= 2 a I O raf-:ers a 1 lo" m B"H.O.Insulation•R"9 0(slopes only)--� I B"Lao?ul flashing I - p� B"H.O.1n,.W.-ion 0(slopes only; Proper—14-o I ln"o.e.—� - - > I/2"H.O.Insu(a+ton•�1 Z �J `�` 2"'�-igid 4ao.m'nsulatian� I!o"a.a �_%, 19/4"x 14"VersaLam® Ix N N I 9/4"Af'A rptaci TfG•subflaor Alum num drip adga `1i 17son• ITT 4 1 4 hangers a l ea"o.c. 12 �` (glued and ndlad) Azwkm I zB F� — a Aluminum qu++¢rs to drywe((s 1 1 4"�rl 900•;joists a I lo"o.c. - �, �•) 14"{�GI 900s Ja�sts® I lo"o.a. 14"I�GI 9OOs ja 4ks® I lo"n.c. w , Gantinuous alumingm soffit vent )O( 1Iiti Azak°' I x 1 O soffl+ --r-- - Arakm 1 z 12 frieze Azwkm Ixl 2friez.:board Viny:beadbaard 112"Ory",a11 — I/2"lc-own mouldfnq- 9 I/2"Grown muuldi �: (L 1 TYvake+r m wsindows andd doors _ Liolid blackin aver«x+erior wall— 9 W.C.shingfas(eztra'e pros+A—AJ o 5"+.w.WI+h wavan corners-- 1/2"APA rataA sheathing 0 � � o E ORdI1.IG/FAMILY(LOON P�ITGHEN .._.J h to I 2 x 4 Wall st.lds e. l e,"0.4. c 12"m oi+ru:aurol 4ibarglass column Aa l%2"N.O.In<.utw+ion•L 1 5 > # �• 9/4"APA rw+ad T•<G...lA r C -'s _m"E " 43 I x 4 Nohogany dank n�c� — — <glued and I d) -G°N.P.Insulat an• 2 I � +01 0 I"P—GI�imboarde 2 x2r Dack joists I el"o.c. 9 1/2"pGt 4 50s jo is+s a 1 Go"a:.c, ? '9 I/2"�GI 4 Fi Os jaist4.a I lo"a.c. ( ...H. Azak® I x 12 fok-irt board- P T. v w;5/b"x I O" � —Glravelfill anchor bdl+sa%•-O"o.c. — '_,� �- T el— 1 9.9 d :-A—oozv//ITuff-n OrY fnunda+ion a.eal¢r— w/la miL palr vapor barrier O.F Elev.17.9 9' t � I<'o"z I 2"Gontmuaus canc.ra+e f--i inq w/2,4 keyway. 0 B"x 9'-l0"Poured concrete frost well Y u o u t 3 0 n � � B"x'�'-I C 1"Poured contra+a faunda+ion i1 l— 1�4�1 LC/ '�4 �✓ w/to mit.poly vapor barrier - DRAiNIN6 TY'PC-: ........... �••-'y P.�ulldinq hei+ion"A" ��'t r I�� �G��I VN " x u 1'�uildinq yeN'ion„P�" A� �Galte: =III s-Orr T` _ SHEET NUMBER: A400 uN c'a a [I--IF] tj o L_311 ElFEE I a L _ EL T I '--------------------------------------------------------------- ----_---- .. tu FFIT- i ]L -- --------'-� ------ ----- --- is .-;a..:. Ll IS a IL --------=--- I I I� r C r�_ �-E:.ft�E:.l_�yl�T-IOF.�• ----------�-----'--------' �leva-r4ans d - YE i - CAOL 1 - I HG 649 HG 649 DHG 649 DHG 649 DHG 649 HG 649 emp glas 1 Lj egress i ._. �LL ::d L — ..---- i � µ DHG 655 DHG 655 G 655 MT 8-2 DHG 649 HG 649 °eetmg ra I I rneeting ra I I mectincj ra I above Ci above Cl "above C k t HG 646 HG 646 DHG LG4G f FEE { Rear Elevation 1 3/4"x 14" LVL ridge board 5/5" CDX plywood roof Sheathing 2x 10 rafters I G"o.c. - 9" icynene insulation R-33 2x8 ceiling joi5t5 I G" o.c. iz Second Floor \ - 2x4 studs I G" o.c. hi 2x I 0 floor Joi5t5 16",o.c. 51mp50n strap ties at header per 51mp5on Table 2.2A at each header and jack stud typical wall construction 2x4 studs I G" ox. i\ 7/1 G" Huber ZIP System wall 5heathmcg — R-15 fibergla55 insulation with vapor barrier Ifloor — 3/4" extruded polystyrene continuous ext. m5ulation R-4 hou5ewrap 5 1/4" pre-finished fiber cement Siding with 4"exposure 1/2" gyp. board w/5k1m coat plaster typical at walls and ceilmg5 2x 10 floor J015t5 I G" o.c. R-19 fibergla55 insulation 51mp5on D518 floor to floor/stud to stud connection strap 32"o.c. 20" min. long at each floor level fastened with (6) I Od nail5 12'-0" R-15 m5ulation 2x6 studs I G" o.c. O 2x6 p.t. 5111 over Sill Seal msulation Basement 5/5",dia. anchor bolts - 5ee•foundation plan R-15 m5ulation 10"concrete foundation 4" concrete slab with Gx6 10/10 mesh' O klijO - v N O N 20"x 10" keyed concrete footing Cross Section -A- Scale: 1/4" = P-O" 1 „; AlM1anr 2:10) .5iI2 •� tzE.D ARCM Le fy/ r bwa ' LVL dormer Pros be Pe ad p sW- W caWa be great and adMar PVC 4nn wdl be procW.+d O O r 1 I lab r ____.... pro.ded W ca cerdndarw dd W 4raaa rovd pd W axR+tcWr '. � I Aided Wm="I,WV ed.deem—ad roffer ft..• fJ p ft.for dubf. •fV-.d a:. a to At Rmt Cam per pd Wta judge M and adpet aleo9vng wN be f.oWded M aWdntad: MASS. Notes: 5 I W pre4rand fdeo.anene OWN wth 4'e.p- 12 12 AD c.r -W-PVC ,N 12 2 VAndowe are W be xlpad resmemra rated P.agle dad.,hung.fad r a 12 sM.J.aro W be Cat.&-d IMepadmee aetaW aver y ht CaR teed rml uMadayma4.In.taO m and water.heN WRh . .. mmnbme at aH eov.e,va0gs and�n.VWVN pmebom. , 1.5 rake tint - 60 and adhered WDM mmnbrwie root rntaCd per mwMacWmb I/4. rate frtata tnm 4'-0 ire rap.ivriads a<loW dope rear r.d. D ti silt Ldr — — — — — — — —•—•— — - - - -•- -•- -•—•— — — — — Ix84moa — 1.5 f — — — aetoln wudow.door •8 edhdm F'�hraae bmrd - — — — — — — — 514 a 6 mM Aar pw hteze bwrd — — — — — — — — — — — — — — — — — -- V _ ad caner b—d t bvrd tnm brad Gan pro.dd by aroktat pro.d5 ar ae d— pm^dd M?^llRecc 5 garage mar IIIIpIPIL-�L2l1}}II'I 514 x 8 ad 5d4 x 6 rarmr bmNa 4.x 8 ad 5/4 x 6 me, 5/4.6 CPVC oemer b—cl. �a•a g fla�hma typ Iwo � heat a 6a 6 edNlar pw,lint board x 6 rdwr p e.L•t bond — 5/4 a 6 ceMal lar puc.1vt bond O 514 x 6 PVC comer bomda , in e Left 5ide Elevation Front Elevation Right Side Elevation Rear Elevation Scale: 1/4'ea i'-(7 5cale: 1/4'= P-O” 5cale: 1/4"= I-0" 5cale: 1/4'ea i'-U s G-I O 1'-27/8' _ mad,Gape. roger . '-7 1 2' 1-W 12 I2 j \3•� 4 12 I¢ .1o66•below opd WaM 00,00 Aern R N / 4 \gam w. L10D m a - q.-D 10 raft 5/8'nuber .5,12 2t l0 tloo,pete / / I _ 10 1/Ey d 1" el I 72 ro Q Q bex I ;r v raltas 1/r - 9 Its 24 29'-101Li nr' I k. `II ?) 1 eatlit-h12 OW lard at ff I at 12 re ? f ?�yf.� 9 IK•x 9s la foudaten xalbm 2P,Ia keyd I a I� ./ f+ a 54• 1'l \ )/'4 S N O O W"tlr(1)A5 rmfae,g bar aaRmuae try ad ✓S�� �y - P�++S'1 � Y-, ! m 4 hone mpgs �� y,wshoeWdh °'a�mvma,aee.aaWan I§ fPJ T z�z,lob i �•# I S 2p dWLlem(O.Wed11 I5 bar—Wi f7V ac s aft 26 ill eb.b l o o 12, aro W ba � Ik I? t. brains eW+aA•.4'-0•nmmam belay grade. _ `I . t 1 �, A R �•a II be 9000 P91 mum"Im at 26 dye. - 1 C—ate shill beRmWmn Weh6.6 IaILy ��-T o. � I mean aM aesr a 6 ml pdydryAa� va[+orl 41 p I V "' 16' bamo m 4'bate saM,groWdOrwh d tt p.t. 7116•nWer zw sy.tem Will sh lI q \ stare. $ \Ll l � *;C,. �, 4 I• I — II b dap t.o.W.Irak gang,doo 9 12.I J • I'-0• T-4' 1'-4' I-51 17-1• i-51 Tom' r$' $' T4' I ' _ a 1 Foundation Plan Floor Plan with attic framing shown Roof Framing Plan 9 Scale: 1/4"= V-Q' 5cale: 1/4'= P-O' 4525P 5cale: 1/4"= 1'-U V Typical Cr055 5ectin Scale:3/8"= 1'-0' b: 8 1/2.11 7/8•.19'-9•LVLheader General Notes: Framing and General Notes: y� A➢Wok.to ba—pieW m ac—d—wW ON apph.W.e.de% AD Woke to be.o"pleW m areadmrn t d appk Me 4ode., y hafen tap t te heado�wN b- wMrmixa,raydaGore and rpponad-trade pndreo. ordmmeo.reyrGtran are n W-61.trade prad¢b. ' rowa d(6d anker nil.9'o.c.qp. AN Wok draam.W—N4 m necessary for mrgaa[e caebacbo"OW be I mg k ebar a W kM drrd 5-P-P or"-a nt Wh eu Idle":memun � C 10001b.".pp-ta.h-thin0 urdedd ardor*...* Jideed atrenglla: egaaae.¢,phdeatag W header Wdh 8d mmnrar or rev era •9..0.:n aN�fiam�irg i Moc4mg and ndbl typo see see M fer addboul nrfo"utm. 3e 1200 m e.400.00o P91 N C L Remove ad et i anabng fine. 2.1 O I loom I.400,000 psi :^ y Q detdl new T.r.X- wan pourod eaerote etlaw,-face.0 e.W4 2,12 1000 P91 I.400:000 r5l V' (9)2x4.tuda Melt— Addhinges. Q—s (S)2W etuda Q Add to a dnvevay and amtdl peaataee to mN h. "at parmeba• Iretall petdemn a b hinges U ieepard. ( ` d garage. M 1126 er larger beadan typwd Lmle a admW akhra .. f. h.W all--a aerie pred-t-nLdag LVL a W st-bnal insets. m •..erb.aoa sh-" Owner e W m"Ky throe edenor demM4e Ight fata'e%aM ed—to be etnd acmnlmr .0 mmub.b.eh r.qua�la. J N U pronded by datrrd mr"etor. . t="centracter e W hxa MI bi.Medge d,adhero W,ad imr4'am 'WX sm strong Te srhw letrw r Welof atl mmm6cbaar nata6oMn uetntm.a Mand 1 1 O MPM and r Garage Door Opening Detad A- 5cale:3/8'= I'-v CD off 506-362-4541 ZONING SUMMARY I fax 508-362-9880 .downcope.com ® ZONING DISTRICT: RC DISTRICT down cope engiheor/0e isle. - C%V%/ engineers MIN. FRONT SETBACK 20' land Surveyors MIN. EAR MIN. SIDE SETBA K TBACK 10, t 5a�� 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 SITE IS LOCATED WITHIN ESTUARINE PROTECTION, RESOURCE PROTECTION OVERLAY, & AP DISTRICTS Q, L cus Cb orses oe Ln nCb py 4 Maln Road on Beach - .. Nantucket Sound LOCUS MAP C-D /,' GUY � SCALE 1"=2000't WIRE ASSESSORS MAP 207 PARCEL 97.002 BENCHMARK , �P'%�� / ��� LOCUS IS WITHIN FEMA FLOOD ZONE C HYDRANT TAG 489 ELEV =. 18.19' 0 7 _ G�QP tiY 0'. sl 15 i/ EXIST. —15— �. DWELL _ EXIST. / ST • ,/� 15 �0 _ 'T DECK \ - r^ — ' O - -w • J x 16,16 PROP. / / C��I o.25 GUY GAR. / x, \36 y. //. i /�x ii 63 ` 2 WIRE 5" OAK 0 yti j/. ././, /,' � xl 6 �10.30 x 3 6" CEDARS #1 5' O S CONIFER R' . . x 0 '10,89 4 TWIN 6" OA OVERGROWN BOG ' 10,49 ' Lo #506 \• �j i 9.35. SITE PLAN � - ,Y ' OF ��13� J _ LOT B2 . i �J\ ; ' UPLAND: 1.1,300±SF . WETLAND: 17295±SF 269 SOUTH MAIN STREET ��� CENTERVILLE PREPARED 'FOR 6+ DANIEL LEWIS ~ ° AUGUST 28, 2013 # Scale:1"= 20' , 0 10` 20 30. 40 50 FEET DATE DANIEL A. OJALA, P.L.S. ' \\SERVER\Land Projects 2007\04-296GREENE\dwg\_09-166 D LEWIS 2013 20 sc,dwg, 11x17,9/24/2013 10:23:59 AM,Tabloid, 1:1 TOP FNDN. AT EL. 21 .25 SYSTEM PROFILENOT TO SCALE) PROVIDE INSPECTION PORT TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE ( WITHIN SEPTIC DESIGN: GARBAGE DISPOSER Is NOT ALLOWED y� ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ( ) /�19.9'MIN MINIMUM .75' OF COVER OVER PRECAST WITH INZ*"SQ6pEINkEjI�}Q9ED OVER SYSTEM DESIGN FLOW: 2 BEDROOMS (110 GPD) = 220 GPD ENGINEER: BSC GROUP, INC. I °29y 18.5 - SLAB ® MIN. 2" DOUBLE WASHED PEASTONE USE A 220 GPD DESIGN FLOW * WITNESS: E. BARRY ELEV. 17.7' �� RUN PIPE LEVEL SEPTIC TANK: 220 GPD 2 = 440 7/25/00 o 1 8.34' O FOR FIRST 2' \-) PROPOSED 1 500 17.7 DATE: GALLON SEPTIC ��� GL //" USE A 1500 GALLON SEPTIC TANK PERC. RATE _ < 2 MIN/INCH N\��ROPo Locus 17.94 TANK (H- 10 ) 17.69 a, G� 17.3' �� LEACHING: I Gas v 17.32' CLASS SOILS P# FP W/FAST SYSTEM BAFFLE 17.49 ��� N/A go 0 0.50' o o SIDES: ..MIN oo�o o� 16.8 38 x 8 (.74) 225 = ( 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL EQUALIZER 24 HD'S BOTTOM: COMPACTION. (15.221 [2]) DEPTH OF FLOW = 4 ( 1 % SLOPE) ( 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE 5' TOTAL: 304 S.F. 225 GPD f USE 2 ROWS OF (4) EQUALIZER HD 24'S WITH 2' 0" `� E EV. 0 z 15.4 TEE SIZES: „ ' INLET DEPTH = 10 , STONE BETWEEN ROWS, 1 .75 AT SIDES AND 2.3 AT - A - A LOCATION MAP NTS OUTLET DEPTH = 14 USE ADJ. WATER AT EL. 11 .8 ENDS MS MS *2 BEDROOM DEED RESTRICTION REQUIRED 5„ 1OYR 4/2 7„ 1OYR 4/2 ASSESSORS MAP 207 PARCEL 97-2 ' LEACHING FOUNDATION- 20' SEPTIC TANK 20' D' BOX 4 FACILITY B B ZONING DISTRICT: RC Ms Ms YARD SETBACKS: 1OYR 4/8 1CYR 4/8 FRONT = 20' [BLOWER 18' 17 SIDE = 10' 1 .5" VENT PIPING REAR = 10' PLAN REF. - 406/42 C FLOOD ZONE: C MS MS GROUNDWATER ADJUSTMENT DATA: ACCESS PORTS _.._ WELL: MIW 29 (TH 1 & 2) ' REMOVAL OF UNSUITABLE SOIL PERC 2.5Y 6/4 2.5Y 6/4 ZONE: C 5 PROP. RETAINING WALL. i'� � REQUIRED AROUND PERIMETER OF TREATED WATER OUTLET ® ADJ: 3.1' T.W. = EL. 17.7'MIN. l'� i' � LEACHING FACILITY, DOWN TO 38' `C/ � SUITABLE SOIL LAYER. REPLACE (TOWN OF BARNSTABLE) (SEE DETAIL) `' VARIANCES REQUIRED ARTICLE I, SEC. 360-1: PRIMARY SAS TO BE 86' FROM EDGE WITH CLEAN MED. SAND. 1 97" OBS WATER 7.1' 82" OBS WATER 8.6' OF WETLAND (14' VARIANCE); RESERVE TO BE 86' FROM EDGE � / GUY ^ \ / \` WASTE INLET (MIN. min OF WETLAND (14' VARIANCE); SEPTIC TANK TO BE 75' TO 3 ABOVE: OUTLET ' �� WIRE � � ) EDGE OF WETLAND (25' VARIANCE) /' � 1j ��� ARTICLE Vill, SEC. 360-17, 360-18A: INSTALLATION OF ONSITE O o °o �` 120" 5.1 120 5.4' SEWAGE DISPOSAL SYSTEM ON MARGINAL LOT �, �� \� 50 BENCHMARK � HYDRANT TAG 489 �� ' f ELEV - 18.19' \ �4/ /" s" \ PROP. SLAB AT MIN. TEST HOLE LOGS c�j \ ELEVATION OF 17.7' (FRONT PORTION OF DWELLING) ENGINEER: A.H. OJALA, PE 18.5' // 0 \\ PROP. 2 BR DWELLING 24" 72" WITNESS: D. DESMARAIS TOP FNDN = EL. 21.25' 6 DIAM.; HOLE DATE: /2/14 05 ° PROP. SLAB HERE AT MIN. QP,� / /7.7 'po9 rjO / ELEV. 14.8' .5 MICRO FAST INSERT PERC: RATE _ < 2 MIN/INCH // Q ' •� �I PROP. WORK LIMIT LINE OF IN 1500 GALLON CUSTOM CLASS I SOILS P# 10910 r O _I_ �� O _ 15- - STAKED HAYBALES FAST TANK PROP. GRANITE. i ' PROP/ 2 .r� -k�` GjQ PROP. CONCRETE STOOP 11 E ]A ELEV. L�2 A COBBLE BORDER ��' �tij� �� oUN Y c��`00 1 AT BASEMENT DOOR (3'X4') INSTALL AS PER 0 15.2' 0" A 15.4' (TYP.) O 0 A / r, ♦� I MANUFACTURERS SPECS LS LS PROP. MONITORING WELL OR SAMPLING PORTS 1 OYR 3/2 „ 1 OYR -3/3 g" 13 ' � �� � �'�' � ♦ \ TO BE PROVIDED FOR REQUIRED TESTING �p �F;'r �� O �� ♦ \ GROUNDWATER ADJ. DATA (THs .� 05 J5\ A ♦ ��, co ACCORDING TO SAMPLING AND MAINTENANCE B B 1A AND 2A) ��`°�P� ♦ \ I , AGREEMENT PROVIDED BY F.A.S.T. SYSTEM WELL: MIW 29 ��� - _ _ _ / Q F,��1�. ♦ S \ I I N LS MS ZONE: C ,EW. i ADJ: '2.4' = --- - - - OPEPATIONS AND MAINTENANCE -AC EEMENT - 1OYR 4/6 7.5YR 4/8 SHALL BE IN PLACE PRIOR TO ITS USE, AND 36' 28" 1, SHALL BE FOR THE LIFE OF THE SYSTEM 12.2' 13 GUY `. WIRE / \ , / / / EW 3 J �\ Q� C EW 1 NOTE: IF RESERVE HAND RAIL / / // PERC REQUIRED, WATER \ , / // C ,� i ® 54" LINE & DRIVEWAY / / // Ms MUST BE �n 3/4" STONE // i RE-ROUTED AND JO• BELOW DECK / / ALARM LIGHT NOTES: RETAINING WALLS / MS REQUIRED (CONTACT / ////W 4 `I �UL LISTED 72" OBS WATER 9•2' 72„ OBS WATER 9•4' 1 . DATUM IS NGVD ENGINEER) / I - - / 16N BALLAST AND /4 / JUNCTION BOX 2.5Y 6/6 2.5Y 6 2. MUNICIPAL WATER IS AVAILABLE DRY LAID - - - / / ' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. PAVER WALKWAY / / UP LISTED 600 VOLT DIRECT BURIED CABLE OVERGROWN BOG - - TO 40 LONG 120" 5.2' 120 DING FOR ALL UNITS TO BE AASHO H- 2 UL 5.4' 4 DESIGN LOA 0 5. PIPE JOINTS TO BE MADE WATERTIGHT. / AS NEC. 4 PIN CONNECTOR 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. /, EW 5 O 6'x4' REDUCER ENVIRONMENTAL CODE TITLE V. / , ✓ ��a� /' / /� °�° PHOTO CELL 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT TO BE USED FOR ANY OTHER PURPOSE. DISINFECTED EFFLUENT 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. LOT 82 FLOW RESTRICTOR EW 6 EFFLUENT 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT EW 7 , INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED UPLAND: 1 1,300±SF WETLAND: 17295±SF FROM BOARD OF HEALTH. 42„ EW 8 �� 31' 6, 'O TITLE 5 SITE PLAN GPM 6 ULTRAVIOLET DISINFECTOR of 269 SOUTH MAIN STREET IN THE TOWN OF: THE DISINFECTOR", INC, LOAM AND SEED EL.18.5' (CENTERVILLE) BARNSTABLE EL.17.7' MIN. FIELDSTONE LEGEND PREPARED FOR: DANIEL LEWIS 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION o ,, • ; •t • ,± 20 0 20 40 60 0- 100 __0 PROPOSED CONTOUR • :', MORTAR JOINT (TYP.) r ,• •' .` - 100- EXISTING CONTOUR P 11 aUk7EDt:IN':,{�L.ACE CONCRETE FROST WALL PERC TEST 40 MIL. EL.13 - ' #5 RE�A1R 2 :' O.C. SCALE: 1 " = 20' DATE: DECEMBER 1 , 2004 POLY BARRIER REV. 3/17/05 (THs, MOVE SAS) FI .13.?'f REV. 4/28/05 (MOVE ST) REV 6/15/05 (PERC TH1A) •... FI .12.2 + REV 1 1/9/05 (MOVE WORK LIMIT) # 5 REBAR 12" APART 20" CONCRETE FOOTING �KOFn�ssq y, HOF ygssq �HOF -6-09 (FND, DRIVE, RET. WALL) off 508-362-4541 ��� DANIELA. oyG� ,r°� DANIEL cy� � ti OFMgSS,y� fox 508 362-9880 SECTION VIEW �- _ o ARNE H. C- o� 'y o OJALA -+ ° o A• m AR G MORTARED FIELDSTONE KNEE WALL 18"t HIGH, ON FROST FOOTING " CIVIL " OJALA o OJALA o� H, down cape engineering, inc. 0 No.46502 Na,4090 CIVIL LA O NOT TO SCALE o y �o A No. 37 26348 CIVIL ENGINEERS BOARD OF HEALTH �Fs sTE - Py^ c:JR ©� �F LAND SURVEYORS AL ..;�? t � �-•.. J.��� ��F G TES` �aa H / ( q 0 Non MA 7�g'/'Z�� A OJALA, P. .S. DATE 0 4-2 9 6 939 main st. yarmouth, ma 02675 APPROVED DATE ' .d• III N N r 1Q.T,E•' -OS /?ZWVlR P AM OM M SE/ i�AGR S ' ' Jkls' DN J-0-ts 4.2AW0 e3 s5 TH�r4N 7 WE M/N/,Af U^I �� �� �.ocr�s ,d /,`tTA' JC l©d i*T �ROI�► A .-RACH IIVWA'�4C/LiVY 'rd WAFTLAIVP ,9$ 4 yoJ ` b 0\ IA i ' S /4141�" 4 �,g a ` �� o I :5 /N ��. �•� �. gym . J 14 s.,.000 $:I"' /y//�/.AREA R � j a A 04 FT. IWIM W/L7 H o /o 4G► i7 �S"s Ste' °�10 / w 1 > �ZoNT vP4ANl� � a I� .. sue: !J; 337 +:Jr, � D � . \fit ) , 7'vT�r-4 35,4037 _ _ �. � �" r 0 r Ai N ! r� I�ION �: � f It B � =� w �° ' `� •�7•A Is �NOW/v am � ' 0 4i l4!w ,hp RLA N pA7W.0 S,EF7" 7, /98 \ `r i r 1 ej cCWPU7A77Glry SIN oAVG�✓ Q• do J / 1 A, f-•S . 'Y 41 l � IRP14-pI/y 1 4 0 No �0 I—A U9�14 _.._..._ LO_?"' 0#I$H07-A. t W/TH AbJO/N/N4CF GANG �( lA"mme H.,&orAR.s-= a ' 26.1D6 5F a Q I � TC,FXrt".7HA.'T.Thi1S FLAN RAS THIS PLAY IS SA SC-D O)v PLAN DAIMP MAR.I, .B�E,�'N PRZPAR'E'h I1+I C4IIIFaR/�'S'A/W�'. � .�"� -- ; 19.6 6 OY 46EAR'SP' 74 7-me ✓f+ic% 1, /976 R G sAnro `'�,�, �;,�•.�,�` I eta. G 4 �YeYdoz PAGE'2�Ev �3 Ins A.. ... x z r... W TH . � r .QF 4�E:p.S ..�.\ �. 1_ 44.9 p � �' • � . S, � a .AG:1rI"s71Nl�NT.S�' ;ro CC►.Rre�CT pi' G?PFRTY L/Ness .SlJP,pL/Rta pi4T�E Jf.,i+r �t 1 � !$3► pds $ 3y •;'.• 5 9 s 7-R.�t CK.S L3Y. TH�....Q�IC�iYAL .5ZJRYEY4R. 099 ,4/p'RRC�Vi4L. ClJVD�I�'`-T��, n. . s�0,�IvIS onr ColvrRI00.: A w �.Anrry . :,. 4A W .NEWT. RZOV I REC9 % ....., . A3 .� �"! s AR 7",� ALA/rll�ll NG Q�t RL� z.A41, ikE vnE fit . , s G ,P�,iset3 1461us7 FRAWVN t9Y A.A.141. �CXRD AY. ,J.l .40- ilXm SCALD : I /N.. C .. •.T... o' �' o. •f. 8 tQ... ; Sig C6-j INC, -I S.'CIVIA..Aw. Cr1A1l.ii dr.5 A lS �~ PA.7''Z, ; S~ 1.6 . 11, 71 Z,"M1Alev S77 . .X Y.A./_11,(14., . A?Ass.. . 8. . -S O 2L O Q u o N 31Lo41 4-1 LS 11.1 Q O py E� t6� y si 4-S u7� S N � U Uas 01�Q U �4-S NOd514 � $j R5 Od�7" 4-3 ," '' Sf O 4-1[� o E hA 4 0 4-1 U 43434.1 14- flv q) 4-1 o ° T4-1 0 „ 0 „- ova 3mpo �, ]t s 41 o —— FE11 a i D , t1� A_ tS a �1'� 1 11- U 1 1 . 1111111 A I 13 w TLI# FL Jr_ 1 1 . 1 } i - r------------------ ---------------------- —4 1 IL-7--- ------ 1------------------------ — ---- ------- — ------------ ,a 1 � -- — — -------------------------— — L----------------------------------------------------------------- -- o ------------ a y . w.00 o FT a' - v O 44 V h , S1 Z15 o 'i \ v p s� � UOU-s E . 1 _ — -- pmq _ s 4-1 I E_�3 Its-3 1 r' 100 L -------------c-� I , : oLOU 1 ————— ————— -----*------ —————————————————————————————————--- — - -,— --- ----- ---:.- ------------------ ----- -- ----------------- -- -- — --------- 09AI51NCP TYPE. J �- -- --r --I--J 4 I-I '—————————— WMA , oca ——— SHEET NUMB x 11 1E1 1 ,Ell 4 ----------- 44 w 14- 4-S Cp'-7 f 2 = 4A 043 0 A 0 4-1 C3 E vzsv--+ � ©suLv `� moo °4,S 4-S -A 4-1 q's _0 14- OL 0 6) q) 43 c E 4-1 M_0 4-S Kp m ") %J 43 x L IL L t4 \ ps m Mdl M L M L Ulf- -——————————————————— ———————— ——————————— LI 2 AO f4l L # I_&II x f r::71-9 11 Andenean-T-W 2 4 4 d9 4 Mull Andenecrf 1-W2 4 4&-!Z A MUll r.o. r ................... 41 %,Oleo /<P X ------------ ---------------------------------- 0 0). K-nce, WAII 4,K-nee. WAII 0 w q N, 4p+arAgja L--—--------------—————————————- fi1 6-------------------------------------------------------I----------------------- ---------------------------------- ----------------------------------------------------------------------------------------------------------- VI A. All ir�crior doar-�, Are. �o be OroeeoS�oFJ eore. ------ W hardware.(pre-Primed/pre-hung Olf old doone, CL 4 w/ Sp6hlA6egP 4:57rizoi4 are �o 6,a Mor4.4rdP M-2 f�P- f Ory II (pre-rrlmed/pre-hung '*7F'acJlp"c- ..... ------------ 6. Poor and window eAeiin,),, Are,�o l9c 1, 2" 4SP+rA4-f ord 6Ap,.,Are.�o 6,c Oroeeo- 2 7 r.7 And 0 f 2 7 e C7. 4PkAiir.;�, Are,4ro L7e.47.4k�re.AA, W/IAln-�cd pire, 404-Aiir rAlillm.�.,, Are.�a L?a &off rnArdP t4e,w I'_r6lArJ 44. All Ander-eenv win,4owe, Are,4-o hAve, .4 over f -7 wood.�rllk,. t!!xkcrior 4-riml.;�, ko be I x,4 Az.Ak- w/ 2 eornra,,Ik e,111 e,�oek. 43 4A cl s: 4A 5 x 0) Q_p CS 43 4A L - 1 4 13) C di t4 'dj :3 Q5 SC-) o &_- -7 -do" I 'V e), A ., E Q_4A ZS () L S- Q5 P r �;O_O�� MANN& TYPE: ,Ve,&on,J F'-Ioor F'IAn SHEET NUMEIEFt: ..... .... v/r9,<,!,q r4 ul Lj ----------------------- ------- . TOP FNDN. AT EL. 21.25' SYSTEM PROFILE T ACCESS COVER TO V: -HIN E:> OF FIN. GRADE m•�(NOT TO SCALE) PROVIDE INSPECTION PORT` TEST HO.1-'E LOG WITHIN NOT ALLOWED y, ACCESS COVER (WATERTIGHT) TC " SEPTIC DESIGN. (GARBAGE DISPOSER IS ) o 6 OF FINISH GRADE W. BSC GROUP, INC. 4, 19.9 MIN MINIMUM :75' OF COVER OVER PRECAST y WITHInr29g"sQ6PE'�NeE D OVER s sTEM , ( ) - 220 GPD ENGINEER. I 41 y� 18.5: DESIGN FLOW: � BEDROOMS 110 GPD „ USE A 220 GPD DESIGN FLOW * E. BARRY WITNESS. -y 2 DOUBLE WASHED PEASTONE yo• . O RUN PIPE LEVEL 18.34' a FOR FIRST 2' 220 = 440 7/25/00 SEPTIC TANK. GPD 2) DATE. ;. PROPOSED 1500 GG 17.7 LOCUS GALLON SEPTIC 1500 PT TANK PERC. RATE _ < 2 MIN/INCH w-R°pD SLAB MIN. , TANK H- 10 17.69' O G ELEV. 14.8' 17.94 ( ) 2 o USE A ---- GALLON SEPTIC ,.� , N / GAS „ 17.3 LEACHING: CLASS I SOILS P W FAST SYSTEM BAFFLE �< 17.49 � 17.32 N A MIN $ O.so 16.8, SIDES: ( 2 SLOPE ooa5 ) �6" CRUSHED STONE OR MECHANICAL 38 x $ (.74) = 225 COMPACTION. (15.221 [21) EQUALIZER 24 HD S BOTTOM: - DEPTH OF FLOW _ q „ „ ( 1 SLOPE) ( 1 9. SLOPE) 3/4 TO 1 1/2 DOUBLE WASHED STONEJ 5 TOTAL: 304 S.F. 225 GPD TEE SIZES: = 10" USE 2 ROWS OF (4) EQUALIZER HD 24'S, WITH 2' „ Q ELEV., „ Q 15.4' INLET DEPTH 0 15.1 �+ STONE BETWEEN ROWS, 1.75 AT SIDES AND 2.3 AT - A A LOCATION MAP NTS OUTLET DEPTH 14 USE ADJ. WATER AT EL. 11.8' M$ MS ENDS 10YR 4/2 „ 10YR 4/2 *2 BEDROOM DEED RESTRICTION REQUIRED 5>� 7 ASSESSORS MAP 207 PARCEL 97-2 LEACHING B B ZONING DISTRICT: RC FOUNDATION 24' SEPTIC TANK 20' D' BOX 4' FACILITY' MS MS YARD SETBACKS: FRONT = 20' 1$„ 10YR 4/8 17" 10YR 4/8 [BLOWE SIDE = 10'' 1.5 VENT PIPING REAR 10 PLAN REF. - 406/42 C C FLOOD ZONE: C I MS MS GROUNDWATER ADJUSTMENT DATA: Z 81 ACCESS PORTS n n WELL: MIW 29 i i I I PERC 2.5Y 6/4 2.5Y 6/4 _� � ZONE: C (TH 1 & 2) �/' ;7.75 5' REMOVAL OF UNSUITABLE SOIL i ® ADJ: 3.1' PROP. RETAINING WALL. T.W. ,/ REQUIRED AROUND PERIMETER of t i TREATED WATER OUTLET „ EL. 17.7' (SEE DETAIL) / ♦ LEACHING FACILITY DOWN TO 38 {- 51 , C, VARIANCES REQUIRED (TOWN Of BARNSTABLE) v / SUITABLE SOIL LAYER. REPLACE �� ARTICLE I SEC.-360-1: PRIMARY SAS T0,BE 86' FROM EDGE / ♦ WITH CLEAN MED. SAND. 1 Gry WASTE INLET (MIN. ___ "min ___- _-- 97 OBS WATER 7.1' 82 OBS WATER $.6 OF WETLAND (14� VARIANCE); RESERVE TO BE 86' FROM EDGE GUY +16. /'� ♦� ,, ` OF WETLAND (14 VARIANCE): SEPTIC TANK TO BE 75 TO ��.6 ♦, 3 ABOVE OUTLET) ,A y EDGE OF WETLAND (25' VARIANCE) WIRE I <�/ 'n� n , „ , ARTICLE VIII, SEC. 360-17, 360-18A: INSTALLATION OF ONSITE w�P ®16. •� ��� 120 5.1 120 5.4 SEWAGE DISPOSAL SYSTEM ON MARGINAL LOT \" ' BENCHMARK / '�� •, .� 'F-l7.lo ��'� 50" HYDRANT TAG 489 ,`� �,/ ,.03 o d ELEV = 18.19' 5.91 TEST HOLE LOGS 0 1 : 9 PROP. SLAB AT MIN, ELEVATION OF 17.7' �;�`� (FRONT. PORTION OF DWELLING) A.H. OJALA, PE ENGINEER: 18.5' D. DESMARAIS PROP. 2 BR DWELLING 24" 72" WITNESS: .62 i TOP FNDN EL. 21.25' 6" DIAM. HOLEX DALE: 2/14/05 / • / PORC 16.07 PROP. SLAB HERE AT MIN. P : +15.4 i 7 ELEV.'14.8' = < 2 MIN/INCH �o �,,. .5 MICRO FAST INSERT PERC. RATE 17 �i IN 1500 GALLON CUSTOM CLASS i solLs -p 1os10 15 6 / �� ,�' PROP. WORK LIMIT LINE OF o. STAKED HAYBALEs FAST TANK / PROP! 2h •' 15 I / f� 17.4 5 ♦ INSTALL AS PER o" 1 A 15 WA +15.86 MANUFACTURER'S SPECS A A / 15.08, Q a , �14.14 LS LS PROP: MONITORING WELL OR SAMPLING PORTS 1OYR 3/2 " 1OYR 3/3 T ,• ♦ r g 13 TO BE PROVIDED FOR REQUIRED TESTING 2 ,� , ♦ i GROUNDWATER ADJ. DATA (THs �L ♦ w ACCORDING TO SAMPLING AND MAINTENANCE B B i \ � � � ' ., 1A AND 2A) +15. 2 N R' \ AGREEMENT PROVIDED BY F A.S.T. SYSTEM WELL: MIW 29 SF LS MS ti "F r . . � ..�.�.,.. ADJ 2.4 t R. T N ._MAI N R #,€ T} __0 E �_i�Ji�JS•:/� D NT A�„ E-,E I� s + S.i6 ✓ _ i O�R 4 v : _., ..._ - r.- ._ , _ _ 36 2g I :�.�JI.87 14.60 -I-14.5 _. � ,. SHALL B IN PLACE P R T ITS 'USE" AND _ , 0.25 ♦ .- SHALL BE FOR THE LIFE. OF THE SYSTEM. \ �V 15.00 S GUY �. WIRE �,�e'e . per- p ;' EW 3 y? C �.` EW 1 +14.46 NOTE: IF RESERVE O�- PERC REQUIRED. WATER ! �,. 10.30 C LINE & DRIVEWAY r .00 ,. ® 54" MS MUST BE +14.60 NOTES: RE-ROUTED AND -I- '` ALARM LIGHT MS RETAINING WALLS ' REQUIRED CONTACT 10.89 „ ( I 72 oes WATER 9.2' 72" oas WATER 9:4' 1. DATUM IS NGVD :ENGINEER) / +14.59 �� W 4 UL LISTED 16. BALLAST AND - 2.5Y 6/4 AV .•' JUNCTION BOX 2,5Y 6/6 2. MUNICIPAL WATER IS AVAILABLE 1 9 , • 3. MINIMUM PIPE PITCH TO " 'BE 1/8 PER FOOT. UL LISTED 600 VOLT DIRECT BURIED CABLE 20 ' If UP TO 40' LONG 120» 120" , 4. DESIGN LOADING FOR ALL :UNITS TO BE AASHO H- -I-14.30/ OVERGROWN BOG 5.2 5.4 :• 5. PIPE JOINTS TO BE MADE WATERTIGHT. AS NEC, '"4 PIN CONNECTOR 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 10.49 6'x4' REDUCER ENVIRONMENTAL � 5 0 :• MENTAL CODE TITLE V: La oo 7. THIS PLAN IS FOR-PHOT❑ CELL PROPOSED SEPTIC SYSTEM ONLY AND IS NOT +13.96 -}- 2 TO BE USED FOR ANY OTHER PURPOSE / DISINFECTED EFFLUENT 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. it 9.35 ,. EW s --�- 9. COMPONENTS` NOT TO BE BACKFILLED OR CONCEALED WITHOUT ,• EFFLUENT LOT B2 FLOW RESTRICTOR INSPECTION BY BOARD OF HEALTH r� 42 AND PERMISSION OBTAINED EYII 7 UPLAND: 11,300t5F FROM BOARD OF HEALTH. WETLAND: 17295*SF �o 42 9 ! I�8.36 EW a a� 311 �o TITLE 5 SITE PLAN GPM 6 �= s OF ULTRAVIOLET DISINFECTER 269 SOUTH MAIN STREET IN THE TOWN OF: "THE DISINFECTOR'.. INC, (CENTERVILLE) BARNSTABLE 1-877--770-1500 PREPARED FOR::` JOHN GREENE L N LOAM AND SEED KENNETH SADLER JR. 100.0 PROPOSED SPOT ELEVATION EL.18.5' 1O0x0 EXISTING SPOT ELEVATION cfl EL.17.7' 0 1--+-•-4' , 20 0 20 40 60 o- 100 -o PROPOSED CONTOUR h T FABRIC a ' .,.:. '• WOVEN GEOTEX ILE •.••'.•• -- 100- EXISTING CONTOUR (MIRAFI) USED ASTIEBACK w`,•:' „ _ ., .,:` _ SCALE: 1 - 20 DATE: DECEMBER 1, 2004 PERC TEST PT 1 x 6 BULLNOSE DECKING :.�•• WITS MIRAFI ATTACHED BY 3" SCREWS •... ..:`.:: . .:.a:' "�""".� REV. 3/17/05 (THs, MOVE SAS) AT 16" CENTERS .: ;.•,. REV. 4/28/05 MOVE ST) STAGGERED SPIKES REV 6/15/05 (PERC :TH;1A 40 MIL. '4 r . ;' REV 11/9/05 (MOVE WORK LIMIT) EL:13.7 - POLY BARRIERoff tit�rr 5M-M-45+1 SECTION VIEW ' o ARNE H. fax soe�z-aeeo „ „ r � A�NE � �� c 6" x 6.' P.T. LANDSCAPE TIE KNEE WALL 18 f HIGH, 6 DEEP` I NOT TO SCALE OJALA OJALA down cape engineering, Inc. o pp �No,2I3346 CIVIL s, N CIVIL ENGINEERS )BOARD OF HEALTH 9i610 . LAND SURVEYORS KN sTtr MA 939 main st. yarmouth, ma 02675„ APPROVED DATE ARNE H. OJALA, P. ., .L.S: DATE 04--296 • SYSTEM PROFILE TOP FNDN. AT EL. 21.25' ACCESS COVER TO Vs''11IN ii OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT TEST 1 HOLE LOGS WITHIN SEPTIC DESIGN: R IS NOT ALLOWED �. ACCESS COVER (WATERTIGHT) TC " (GARBAGE DISPOSE ) oy 6 OF FINISH GRADE BSC GROUP, INC. • 9 19.9'MIN MINIMUM .75' OF COVER OVER PRECAST / WITHI " Nth sQbP€INkED OVER SYSTEMFl DESIGN FLOW: ? BEDROOMS 110 GPD = 220 GPD ENGINEER. » USE A 220 GPD DESIGN FLOW * WITNESS: E. BARRY •\\70 l 2 DOUBLE WASHED PEASTONE .. .. RUN PIPE LEVEL � 018.34 FOR FIRsr 2 SEPTIC TANK: 220 GPD 2 = 440 DATE: 7/25/017.7 -)PROPOSED Fc� pLocus SLAB ® MIN. GALLON SEPTIC , < 2 MIN INCH R�`• 17.69 USE A _1500 GALLON SEPTIC TANK PERC. RATE _ �ELEV. 14.8 :' 17.94 TANK (H 10 ) cS17.3 L CHING:QAFFLE 17.49 «-� NACLASS SOILS P#' W/FAST SYSTEM � 17.32 MIN 0.50 16.8, SIDES: / ( 2 % SLOPE) 6" CRUSHED STONE OR MECHANICAL = 225 , COMPACTION. (15.221 [21) EQUALIZER 24 HD S BOTTOM: 38 x 8 (.74) DEPTH of FLOW = 4' 1 4„ T 51 TOTAL: 304 S.F. 225 GPD SLOPE) ( % SLOPE)' 3/ 0 1/2 DOUBLE WASHED STONE TEE SIZES: 10" USE 2 ROWS OF (4) EQUALIZER HD 24'S, WITH 2' „ Q ELEV., Q , INLET DEPTH 0 15.1 0 15.4 14" _ STONE BETWEEN ROWS, 1.75 AT SIDES AND 2.3 AT A LOCATION MAP NTS A OUTLET DEPTH = USE ADJ. WATER AT EL. 11.8 ENDS MS MS * „ 10YR 4/2 �, 10YR 4/2 2 BEDROOM DEED RESTRICTION REQUIRED 5 7 ASSESSORS MAP 207 PARCEL 97-2 q LEACHING B g ZONING DISTRICT: RC FOUNDATION 20' SEPTIC TANK 20' D' BOX FACILITY MS MS YARD SETBACKS: FRONT 20'> „ 10YR 4/$ 17,. 10YR 4/8 } [BLOWE 18 SIDE 10' 1.5" VENT PIPING REAR 10' PLAN REF. 406 42 C C FLOOD ZONE: C MS MS GROUNDWATER ADJUSTMENT DATA: Bl ACCESS PORT n (-1 WELL: MIW 29 TH 1 & 2 . Z� I-I-----I I PERC 2.5Y 6/4 2.5Y 6 4 ZONE: C ( ) I ,/ 7.75 5' REMOVAL OF UNSUITABLE SOIL , ® ADJ: 3.1' PROP. .RETAINING WALL. . T.W. 1 I TREATED. WATER OUTLET ' SEE DETAIL �r �� REQUIRED AROUND PERIMETER OF 38" EL. 17.7 ( ) �(/ ,r + .51 �� LEACHING FACILITY, DOWN TO VARIANCES. REQUIRED (TOWN OF BARNSTABLE) SUITABLE SOIL LAYER. REPLACE ARTICLE 1 SEC. 360-1: PRIMARY SAS TO BE 86' FROM EDGE r ♦ WITH CLEAN MED. SAND. -� +, --- min --- --_ 97 OBS WATER 7.1 82 OBS WATER 8.6 OF WETLAND (14 VARIANCE): RESERVE TO BE 86 FROM EDGE I Gj .r +16. .� �� WASTE INLET (MIN. T - OF WETLAND (14' VARIANCE): SEPTIC TANK TO BE 75' TO CIWA GUY �` 3 ABOVE OUTLET) EDGE OF WETLAND (25' VARIANCE) - WIRE " „ ARTICLE VIII, SEC. 360-17, 360-18A: INSTALLATION OF ONSITE. 120 5.1 1.20 5.4 SEWAGE DISPOSAL SYSTEM ON MARGINAL LOT 50 BENCHMARK r,� i �,.- �'f 17.10 S�<� „ HYDRANT TAG 489 �, ..03 ELEV 18.19 V� 1 9 5.91 PROP. SLAB AT MIN. - TEST HOLE LOGS iP O�� ELEVATION OF 17.7' A.H. E H. OJALA, .y�P� (FRONT PORTION OF DWELLING) ENGINEER: 18.5' PROP. 2 BR DWELLING „ 7 WITNESS: D. DESMARAIS .62 1 24 2 TOP FNDN = EL. 21.25' 2/14/05 r �• / PORC 16.07 PROP. SLAB HERE AT MIN. 6 DIAM. HOLE DATE: Q�a�i' / / +15.a >> ELEV. 14a' .5 MICRO FAST INSERT PERC. RATE < 2 MIN/INCH PROP. WORK LIMIT LINE OF IN 1500 GALLON CUSTOM CLASS I SOILS P# 10910 STAKED HAYBALES FAST TANK r. Oj �� , PROP,% 2 : U / a 5 WA ELEV.� .. EPA Of M2A�, , ♦ INSTALL AS PER o 15.2 0 15.4 ,r+15,86 ,.- MANUFACTURER'S SPECS A A 15.08; / . + I-14.14 LS LS PROP. pMONITORING WELL OR SAMPLING PORTS 10YR 3/2 1OYR 3/3 T �'' ♦ i 8 13 ' 2 • 1 ^ ' 1 TO BE PROVIDED FOR REQUIRED TESTING GROUNDWATER D TER ADJ. DATA (THs ACCORDING TO. SAMPLING AND MAINTENANCE B 1A AND 2A +15.12 `,� FS \ ; AGREEMENT PROVIDED BY F.A.S.T. SYSTEM WELL MIW 29 g FR LS Ms ZONE: C S \ d I C � v �'z OPERATIONS AND MAINTENANC._ AGRE�.MENT r, 5.16 i0(R 4 & 5�R ,/3 �j�1.87 >4.60 -1-1a.5 + SHALL BE IN PLACE PRIOR TO ITS USE, AND 36 12 ? 28 , �► o.25 SHALL BE FOR 'THE LIFE OF THE SYSTEM GUY 4 \` ... 15.00 s=, 6 WIRE �►Se. p6' ;'SEW 3 E C +14.46 NOTE: IF RESERVE , EW -1 .p REQUIRED. WATER i .'' �I-10.30 �. PERC LINE do DRIVEWAY 00 ® 54 C ' MS RE-ROUTED AND T BE +14.60 Jpd' �' -NOTES: RETAINING WALLS + �' ALARM LIGHT MS REQUIRED (CONTACT / 10.89 I l 72" OBS WATER 9:2' 72" OBS WATER 9.4' ENGINEER) .� >a.59 , vv 4 UL LISTED 1. DATUM 1S NGVD + 16• BALLAST AND 2.5Y 6 6 2.5Y 6/4 AVAILABLE JUNCTION BMX / 2. MUNICIPAL WATER IS 1 . 9 . 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. �. UL LISTED 600 VOLT DIRECT BURIED CABLE 14.so UP TO 40' LONG 120" 4. DESIGN LOADING FOR ALL UNITS TO BE AASHO H- 20 + OVERGROWN BOG " :.: 120 5.4 5. PIPE JOINTS TO BE MADE WATERTIGHT. AS - NEC. ` . . .... �� .. ; :: - : ;.:4 PIN CONNECTOR C❑ EC 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. W 5 0 6'x4' REDUCER ENVIRONMENTAL CODE TITLE V: - ,• , EW 5 �/ t 1� a7 PHOTO CELL 7. THIS PLAN IS F OR PROPOSED- SEPTIC SYSTEM ONLY AND IS NOT +13.96 -}- 2 TO BE USED FOR ANY OTHER PURPOSE. DISINFECTED EFFLUENT 9.35 ,. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. EW 6 LOT B EFFLUENT 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT O 2 FLOW RESTRICTDR ram, a2 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED EVV 7 UPLAND: 11,300±SF WETLAND: 17295tsF : FROM BOARD OF HEALTH. �0 42' -�8.36 EW B a� 31' •p>, 4rt i O I. .a. GPM , TITLE 5 SITE PLAN fix, OF ULTRAVIOLET DISINEECTOR 269 SOUTH M IN STREET IN THE TOWN OF: "THE �ISINFECTOR", INC. (CENTERVILLE) BARNSTABLE 1-877-770-1500 i L G ND PREPARED FOR: JOHN GREENE LOAM AND SEED KENNETH SADLER JR. 100.0 PROPOSED SPOT ELEVATION EL.18.5' o 100x0 EXISTING SPOT ELEVATION U3 •• EL.17.7 PROPOSED CONTOUR 20 20 40 60 c►- 100 -o WOVEN GEOTEXTILE FABRIC ....: �'•. _�•'` -- 100 -- EXISTING CONTOUR _ (MIRAFI) USED AS TIEBACK ' • t ' SCALE: 1 = 20' D DECEMBER 1 2004 PERC TEST •.+, + ATE: , 1 T x 1 (� P 6 BULLNOSE DECKING WITH MIRAFI ATTACHED BY 3" SCREWS ..,.: , • r .. REV. 3/17/05 (THs, MOVE SAS) AT 16" CENTERS .•:••: REV. 4/28/05 MOVE ST) STAGGERED SPIKES •• ;•. - REV 6/1.5/05 (PERC TH1A) . ` �~ • REV 11/9/05 (MOVE WORK LIMIT) r 40 MIL. ; EL.13.T • ' OF POLY BARRIER 1 ,• ��ytH �gH Op AjA ar son-3s2-4s�� i�soe Mz-aeeo SECTION MEW, �� , . , •, ,�o`' ARN1� ���, 0��� �Cy 6" x 6' P.T. LANDSCAPE TIE KNEE WALL 18 f HIGH, 6 DEEP o H, ,� ARN!*H. 4 OJALA ALA down cape engineering, inc. NOT To SCALE , o,1VIL CIVIL cn Q �No,20348; 074J CIVIL ENGINEERS BOARD OF HEALTH P�LAND SURVEYORS 18� sTt �G\ f/I 939 main st. yarmouth, ma 02675 APPROVED DATE ' ARNE H.MA OJALA, P. .L.s. / DATE 04-296