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Home My WebLink About0428 WIANNO AVENUE �a�j ��J..c�r�� z� . ,moo . ��. 3 y .-.--.. _.._ ��__.. � ..� .. , _ r.�._ - - _ - - + TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �3 Parcel ©2 Application # add b Health Division Date Issued Conservation Division �lc -�dt�� (� Application Fee o �� Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board l Historic - OKH Preservation/ Hyannis Project Street Address y 2� W pftiN O AV>✓- Village 05TC-aeV I Ll-E Owner PATP-I C-IA fi 1VA1_f W I&t— C$'2EA59ZX Address f 0 L30 X P 3r7 5fe�v�dle Telephone 2o_3" q!2—'2-q4 Permit Request Of- 54M. I!:: (ZOOM A Q D t T I DAJ A-tj-b �ECk 1-. 7-0 x 2e de-co a3•ax � m�yroo/h �rLG•Q �- Square feet: 1 st floor: existing 25cb� 2� proposed 2nd floor: existing oposed Total new T D sqll• Zoning District - Flood Plain Groundwater Overlay Project Valuatiol 1 r1SOX• os Construction Type Lot Size ACR eS- Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family )9 Two Family ❑ Multi-Family (# units) Age of Existing Structure 1990 Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑ Crawl W<alkout ❑ Other �a Basement Finished Area(sq.ft.) Basement Unfinished Area (sq ft) 2 � S Number of Baths: Full: existin new O Half: existing 0 nev(( Number of Bedrooms: existing Anew ; Total Room Count (not including baths): existing _ new First Floor Room Counter Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other L Central Air: �Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes,�No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed:X existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use /l t' �� Proposed Use i S d6l47,4] APPLICANT INFORMATION _ (BUILDER OR HOMEOWNER) _ ^ Name C- /f. A16�yl py .1J1 LD � Telephone Number 5 5yg," /35 3 Address Pa. Yox 39 7 License # L4( Wczi—me M uUrk K 67 Home Improvement Contractor# l o`I S M Worker's Compensation # 81,sV6X 31q`l 1f r] ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO $o�Q�vE SIGNATURE DATE q �`� s y FOR OFFICIAL USE ONLY 4.` APPLICATION-# r f `DATE ISSUED •r.� r MAP/PARCEL NO: - " ADDRESS -VILLAGE OWNER .! ` DATE OF INSPECTION: - FOUNDATION Sowe>:o' t FRAME z.� i 1 INSULATION" LU FIREPLACE m ELECTRICAL: ROUGH - FINAL , PLUMBING: ROUGH "i FINAL-- ROUGH + n - FINAL FINAL BUILDING' �51/T a.2 1� i — , DATE CLOSED,OUT �j l ASSOCIATION PLAN, NO. t ' ' The Commonwealth of Massachusetts ' Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Mass. 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly 'Name (Business/Organization/Individual): C-• IJ • 9 G J T77N :3 V I L—D VU Address: 106 OO X 399 City/State/Zip: W e�51— r3z^0V1'W kl+ Phone#: \5V —SW —/ Ss Are you an employer?Check the appropriate box: Type of project(required): 1. ❑ 1 am an employer with 4.1(1 am a general contractor and 1 6. ❑New construction employees(full and/or part time).* have hired the sub-contractors 7. ❑ Remodeling 2. ❑ i am a sole proprietor or partner- listed on the attached sheet. ship and have no employees These sub=contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9.X Building addition [No workers'comp.insurance comp. insurance. $ required] 5.0 We are a corporation and its 10. ❑ Electrical repairs or additions 3. ❑ 1 am a homeowner doing all work officers have exercised their 11. ❑ Plumbing repairs or additions myself [No workers'comp. right of exemption perm MGL insurance required]t c. 152, § 1(4),and we have no 12. ❑ Roof repairs employees.[no workers' comp.insurance required.] 13. ❑Other 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. tHomeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contactors that check this box must attach an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:_ __ Ar CAI LA- Policy#or Self-ins. Lic.#: 13/N UA 3 1 771f rZ Expiration Date: u Job Site Address: -i Z$ W J�N20 AV� City/State/Zip: 0 STC-Ive VI U—Z 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 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 $250.00 a day against violator.Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for coveragp verification. I do herby�ttqy= he pa' s and penalties of perjury that the information provided above is true and correct. Signature: Date: Print Name: PAVJD A/&U/TdAJ Phone#: 57Dff— 5-1/Lf'I,3 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): (.Board of Heath 2. Building Department 3.City/Town Clerk 4.Electrical inspector 5. Plumbing inspector 6.Other Contact person: Phone#: t i Office of Consumer Affairs and dusiness Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 107888 Type: Private Corporation Expiration: 8/10/2012 Tr# 201382 C.H. NEWTON BUILDERS, INC. David Newton ---.------------�----------- P O BOX 922 - ...— --- -------------—----- - _ Falmouth, MA 02541 ---------- --------- ---- - Update Address and return card.Marls reason for change. L_I Address Renewal 1] Employment [j Lost Card PS-CAl 0 50M-04/04-G101216 /ae uunier Affairsi`�oaclation License or recristration valid for individul use only Office of Consumer Affairs�S Business Regulation e Y HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: — = Registration: 107888 Type: Office of Consumer Affairs and Business Regulation Expiration: 8/10/2012 Private Corporation 10 Park Plaza- -te 5170 Boston,MA 021 C. .NEWTON BUILDERS;%INC:- David Newton 6 Vfl A0 549 Main Rd 28A = �� W.Falmouth, MA 02541 — -- ....—.----------- Undersecretary Not valid without signature i IN9assachusctts- Department of Public Safety . Board of Buildim, Rc!�ulations and Standards Construction Supervisor License License: CS 46192 DAVID L .NEWTON LI PO BOX'922 FALMOUTH,'MA 02541 - Expiration: 9/19/2013 ('ummisioner Tr#: 3883 i o�TME MASS. h Town of Barnstable Regulatory Services Thomas F.Geiler,Director 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 Property Owner Must Complete and Sign This Section If Using A Builder I, � ��`� ,as Owner of the subject property hereby authorize U t C-8 � to act on my behalf, in all matters relative to work authorized by this building permit application for: Zy Gt/t WPJ0 f 0 516r-UGl.,�. (Address of Job) I Signature of Owner date TA OdIA- m . C12 02 Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 Town of Barnstable Growth Management Department ■ARNSTABU& MASS Barnstable Historical Commission �f0 s www.town.bamstable.ma.us/histodcalcommission Jo Anne Miller Buntich,Director Marylou Fair,Administrative Assistant COMMISSION MEMBERS: Jessica Rapp Grassetti,Chair George Jessop,AIA,Vice Chair Marilyn Fifield,Clerk Nancy Clark m Len Gobeil o o; Nancy Shoemaker October 13, 2011 D �r- o �Xrn Gregory Jones, Jones Architects 24 Centre Street New Bedford, MA 02740 Nathaniel A. Gregory P 0 Box 237 Osterville, MA 02655 INITIAL DECISION of the Barnstable Historical Commission, pursuant to the Code of the Town of Barnstable ss 112-1 through ss 112-7; an application for DEMOLITION of property as follows: 428 Wianno Avenue, Osterville, MA Map 163, Parcel 024 The Barnstable Historical Commission considered the above referenced application for demolition of the house at the above referenced location at their meeting of October 11, 2011. The Commission found that in accordance with Chapter 112:§3 D that the Barnstable Historical Commission does not find that the building located at 428 Wianno Avenue, Osterville, Map 163, Parcel 024 intending to be demolished, or portion thereof, is a Significant Building in accordance with the Definition in Chapter 112, §2B. Present and voting were: Jessica Rapp Grassetti, Nancy Shoemaker, Marilyn Fifield, George Jessop Sin ely, Jessica Rapp Grassetti, Chai an Cc:jom Perry, Building Commissioner Linda Hutchenrider,Town Clerk 200 Main Street,Hyannis,MA 02601(o)508-862A786(f)508-862A784 367 Main Street,Hyannis,MA 02601(o)508-862A678(f)508$62A782 Town of Barnstable 200 Main Street 'BARMSTIARluE, M-ASIj. Hyannis, MA 02601 Niotice of lnterit toOdmolish or Move' an-Historic BuildiQ�" Sglfu-�e tTF11 10: 117 Is Building/Structur6 located in a Local or Regional Historic District YES 0 NO WYES, Protection of Historic Properties Bylaw does not apply and it is not necessary to fill out the remainder of this form. PRINT IN INK Date of Application: Building/Structure Address: �2, A/v Ai 6; Number Street Town State zip Assessor's Map#: Assessor's Lot#: Is Building/Structure listed on the National Register of Historic Places or on a pending list with the National Register of Historic Places: YES NO 0 How old is the Building/Structure: 1692 How is the Building/Structure Occupied: 511A16(4t- Number of Stories: 2- Architectural style of Building/Structure,describe if not known: Material of Building/Strucbure: CD (f 6-Deqlf $7/-///1-/&(f 625 Is this Building/Structure associated with one or more historic events or persons. Please list event description or names: TO 7701-4 Type of Building/Structure and proposed work: /*Q Q/r-/QVV -1?,� IV C e= Explanation of the proposed use to be made of the Site: TD X(FA':1t+/V Zoning District F Fire District m 1-,L Applicant's Name: Address: Number Street Town 'State zip Owner's Name. AA7-)Z161,4 -0 ^)A)TV1,QAJ,6e- Address: Number Street Town State zip Contractor. G V- A16-U--41DN 6016,Q&-X5 Address: 7- 0?-(V 5,5- Number Street Town state zip Program of Lot and BuildinglStructure with dimensions: Name, ZONE: ,r.,. RF-1 .ttQ - - •'��S ••`•�,f\ 'Ba.e B y',..' Area (yymin.) 87,120 SF(RPOD) °k A� y 1 Width(min()'15Z0 ? •S•Og> N7 'OOBfi• 5852.82'• 3. > ? kk °6 56• 3 Q0� '• '••., �,i , ,.- Se Fran ts30' `1 S Side 15' 'e °µ �'- -------- 4, i - - OVERLAY DISTRICT: N 76bo'od e s sra/3o=f-------___ � Rear 15 s•� to •,o°.Y _ `� a AP - Aquifer Protection District 448 Wlann°Hvae Trust 3?0p c c ' fiomoa&watarla✓olldy. Trs. •••` - �'' Cort.1752J5 FLOOD ZONE: of ty, Zone AU B& C(see plan) Community Panel No. `LS r1 g1• LOCATION MAP: #250001 2. 19 z° I"= 2000't _ Orcma A,lh-S&potrlelo J MCCerlhy ASSESSORS REF.: ` Cert.162659 Map 16J, Parcel 24 \ DIRECTIONS: a From Hyannis - Follow Main Street to the West End Rotary, and then take Scudder Avenue., At the stop / a / sign take a right onto Smith Street, which turns // / ! I 0 91� into Craigville Beach Rood: At the stop light take a left onto South Main Street, which turns Into Main 92 Street after bridge; Take a left onto West Bay Road, and then at the stop sign take a left onto Wianno - ' / ------------------ Avenue; Site will be on the left, #428. Benchmark: / , Edge or Pavement Dev. '9.45' 8-NGV 'T9. 9 Ri 00 > / / V \ 1 Ploc°d 8y Brad Hall Q, Fen 2010 CO \ \ i>>, ea sevw \ ` � \ � CIO \ .� 50' \ Wood Dwelling `428 Warne A-\ftn or nnn 78p850 \ \ \ \ I 26.6' I. \ Q � \ SULUVAN �a. 29733 Flood Zone Lines From FIRM Map \ Community-Panel Number 250001 0016D a _ Mop Revised July 2, 1992 I Modify Shape of Addition II No Chan a In Overall Foot rint DATE: OB OJ 11 Add 7 bump /or stairway to Proposed Addition. N NOTES: PREPARED FOR: T1TLE PREPARED BY.• . n Site Pla °� n, 1.) The property line Information shown was Ca eSury 1D�t, compiled from available retard Information. Sullivan Engineering,Inc. Pro Proposed p Nathaniel A. Gregory Addition 2.) The topographic information was obtained PO Box 659 11 7 Porker Road At from tw on the ground survey performed on Osterville, MA 02655 1 0sterville MA 02655 P. O. Box 2.37 - O or between fo/MAr/o2 and JO/JULY/02. Osterville, Mo. 02655 428 Wianno (5o6)<Ie-JJ44(508)42e-9617 fox ` (508)420 J994(508)120 J995 1°x Avenue Z) The datum used is NGVD '29. caaeaarwcaP°c°dnet /'� /y (/�7 Q ' 4.)Location o/Existing Shed Per Proposed Pions. Ba�1 ISI,aAJIG' (Osterville)Mass. W 5.) Wetland Flags Located By Sullivan Engineering. Draft: J00 Field: WHK/MDH W Review.,PS CNOP•: MDHIRRL 40 0 20 40 Project:25019 Drawing g C746_1P1.dw _ °A'E. November 9, 2010 SCALE• 1 u a 40`F I a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map I G Parcel (i Application# 22 2)(0)0(0a�S^ Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer Application F " Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 2 9' (A) 1 f+N ND A--V F_ Village G S -zX_�7-p— V)LA"E Owner /i/ Q n-J/ Aj i E L.- �E7&0 0!f Address P•D• B oX a 3 r7 6 s 7-F-2 V I LLE Telephone Ly 2 S' — Lf)I L Permit Request C42-i lF -T4e� 5-,NJ Thy V 5 T 13 lJL-& ON 15X) S i i/U (T- C a V ov—&--b f�yP Gi-I Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new /b S Zoning District Flood Plain Groundwater Overlay Project Valuation /2, 0-6-0 Construction Type Lot Size /, i(f A-GIZc's Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure / h-�_'U 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) 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: as ❑Oil ❑ Electric ❑Other Central Air: ❑Yes Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: r" .Z Zoning Board of Appeals Authorization El Appeal# Recorded❑ = N CD Commercial ❑Yes ❑ lo If yes, site plan review# z Current Use �� 7 dTZ� Proposed Use ''�� Z_ BUILDER INFORMATION Name [ __S Telephone Number L Address I j q License# 026 S� Home Improvement Contractor# 1 rl g Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 42-/y6 SIGNATURE DATE S 0 FOR OFFICIAL USE ONLY . r PERMIT NO. DATE F,7 ' D I MAP/PARCEL NO. ADDRESS VILLAGE i OWNER DATE OF INSPECTION: FOUNDATION FRAME L3 ;, r INSULATION(1 y'Zy)69 Q-81 FIREPLACE ELECTRICAL: ROUGH FINAL i PLUMBING: ROUGH FINAL �3 r GAS: ROUGH FINAL FINAL BUILDING dZJ6j f DATE CLOSED OUT t• ASSOCIATION PLAN<NO. The Commonwealth of Massachusetts Department of Industrial Accidents = Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: ]Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legiblv Name(Business/Organizationgndividual): `lulu Address: Q'( 0/ M 4 IIJ 5-_FkCE City/State/Zip: Phone.#: Are you an employer?Check the'appropriate bog: -Type of project(required):, 1.❑ I am a employer with 4. am a general contractor and I 6. ❑New construction . employees (full and/or part-time).* have hired the stab-contractors 2.❑ I am a'sole proprietor or partner- listed on the.attached sheet. 7. ;D Remodeling ship and have no employees These sub-contractors have g• 0 Demolition workingfor me in an capacity. employees and have workers' Y P tY t . 9. ❑Building addition [No workers' comp,insurance comp.insurance. required.] 5. [] We are a corporation and its 10.❑Electrical repairs or additions .3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions ' myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.0 Other comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Name: .t/&Y_y1Lt AJ Policy#or Self-ins.Lic.#: 9 00,7 3 9, 1 )15� Expiration Date: Job Site Address: GI`�� (�l pf'N�O �� 0-57 — I1—LLL-City/State/Zip: OS rZ57ZU I L.(..L Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the/pains-and peen/altiesAof perjury that the information provided above is true and correct. Signature: GYM G' / "�^ — Date: '97, Phone 412E- CIO /3 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#: Information and Instructions - 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 nr trnatre-of an individual,partnership,association or other legal entity,employing employees However the owner of a dwelling-house having.not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to*operate a business or to construct buildings in the commonwealth for any applicant who has not produced,acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until-acceptable evidence-of compliance with the insurance requirements of this chapter have been presented'to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contiactor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies*(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit: The affidavit should be returned to the city or town that the application for the permit.or license is being requested,not the Department of Industrial Accidents.- Should you have any questions regarding the law or.if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter.their self-insurance license number on the appropriate-lin6. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy'information(if necessary)and under"Job Site Address"the applicant should write"all-locations in (city-or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related io 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 questiqg,__- please do not hesitate to give us a call. The Department's address,telephone-and fax number: `be Commonwealth of Massachusetts Deputment o£kndustdal Aroldents Office Qf Iavestigadow 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-M-MASSAF°B Fax#617-727-7749 Revised 11-22-06 w .mass.gQv/dia Boar�u�l ing egulans o an tan ar s One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Construction Supervisor License License CS: 46192 Restriction: 00 Birthdate: 9/1 911 9 6 0 Expiration: 9/19/2009 Tr# 3037 DAVID L NEWTON PO-BOX 922 FALMOUTH, MA 02541 Update Address and return card.Mark reason for change Address Renewal Lost Card DPS-CA1 Or- SOM-MOM-PC8490 -__ - ✓IL@ YN'//NIltLU6QGV`��✓YGQOY(/�L(fO�G[D i.Board or Building'Regulations and Standards Construction Supervisor License License: CS 46192 SIrthdafe,g/19/1960 :Eiipr'at[on8��19/2009 Tr# 3037 DAVID L NEWTON ? of ; � - PO BOX 922 - _ FALMOUTH,MA 02541 Commissioner Board of Building Regulations and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Hoene Improvement.:'Confractor Registration _ Renistration: 107888 Typa: Private Corporation Expiration: 8/10/2008 C.H. NEWTON BUILDERS, INC. David Newton - PO BOX 922 Falmouth, MA 02541 �, _ — �` - r Update Address nod return card.Mork reason for change. ors any 4 saa o roa pceaeo Address Renown] Employment "' Lost Curd 00 19x:Lra1.4611.jA✓&aaad1uce42 ate\ Board or Bulldlag tZegulatioas and Standards License or registration valid for Individal use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If round return to: Regintratlon��O7888 Board or Building Regulations and Standards Expirad 10l2008 Ou Ashburton Rth1301 B an.Ma.02108 ,.• yp iT�ata Corporation C.H.NEW ON BUILOEJ3 '� �. David Newton ' ; CJINCJh 549 Main Rd 28A W.Falmouth.MA 02541 "—>" Deputy Adminisirntor Not valid without signature I Client#:3248 2NEWTONCH ACORD- CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYM 01/29/08 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 973 lyanough Ind., PO Fox 1990 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: Acadia Insurance C.H.Newton Builders,Inc. INSURERS: 98 North Washington Street,Suite 202 Boston,MA 02114 INSURERC: INSURER D: 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. LTR NSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATIONDATE(MMIDPNYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED CLAIMS MADE DOCCUR PREMISES(Ea occurrence) $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERALAGGREGATE $ GERL AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ POLICY j RO- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMB $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESSIUMBRELLA UIIBILTTY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND WCA007321116 01/01/08 01/01/09 we STAruLIMITS OTH EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500 000 OFFICERIMEMBER EXCLUDED? NO E.L.DISEASE-EA EMPLOYEE S500 OOO Hyes de under PRO S P ECIAL PROVISIONS belowE.L.DISEASE-POLICY LIMIT $500 000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Officers are Included under the workers compensation policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL In DAYS WRITTEN 367 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED PRESENTATIVE ACORD 25(2001/08)1 of 2 #50666 LS1 O ACORD CORPORATION 1988 08/28/2007 11:14 5OB5485330 C H NEWTON PAGE 01/02 Dates 8/26/2007 Times 9,57 AM TO, Sera" M 9,1,5DB54B5330 Bi0 ins. AQay. Client#: 89 CC INS JL DATA INNID0IYYYYI ACOR_D- CERTIFICATE OF LIABILITY INSURANCE 8128107 THIS CERTIFICATE IS ISSUE AS A MATTER OF INFORMATION toDUCEM ONLY AND CONFERS NO RI NTS UPON THE CERTIFICATE Nogere 8 Dray Ina.So,Dennis HOLDER.THiS CERTIFICAT DOES NOT AMEND,ExTEND OR �141*4 u 114 ALTER THE COVERAGE AFF ROED BYTHE POUCIE9 BELOW. P.Q Box 1801 NAIL# south Dennis,MA 0286D-18D1 INSURERS AFFORDING CO GE A: Peerless Inatuan Cape Cod Insulation Inc wBuaa+e:American Home A surance 465 Yarmouth Road V' O OMURERw Hyannis,MA 021101 INeuRetoz NauRetE COVERAGES BELOW ABOVE AN REQUIR1R111ENT,TERM ORLCON�DITION F AN CaEEN ONTRAACCT OR OTHER UEDTollillINSURED DNT WRH RESPECTTO WHIG�N LUST NS AND MAY D OM OR STANDING MAY PERTAIN T E INSURANCRAFFOPDED BY THE POL1CfES DESCRIBED HEREON IS sUBJECTTO ALLTHE IMMM6 LUBIONB AND CONDnY0N8 OFBUCH pOLRM6.AG�REf3ATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID MANS'IF R teltTs TYPE OF WBURANCE --NUMBER EACH GCCURRENCE 31000 0 A GENERALUAaaD,r CBP0587418 0410110T oM01ro8 �1ao as X CO6q,L$LON DENBtPLL1AadRY mm i a 000 ctA¢rs"1A0E nx OCCUR PERBONN.a AOV INAIRY 9 000 00D GENERALAMRMTE 112,000,000 1 p�ICTB•COINPIOPAnO ODOODD W&AZINIMTE LBDT APRIES PEIt POLICY PRO- Lac .. A AurGMoeaBUABam BA8274906 D4101107 04101108 I COMBWEOaNMELIMTr e (ED soddDld) ANY AUTO BooiLv ALL OWNED AUMS I INJURY s25D,OD0 (PBrpe 1 X SMEM OAUTOB X MUM AUTOS I Ron LparcY 041 5500,000 X NUN17WNE0 AUT09 �arODaMjAMAGE S100,000 AUTO ONLY-EA ACCMW S GARAGE UABSRY All G 2 20Q7 EA AM S ANY Aura % YN AGO s LALIAaM EAgiOCCURRENCE S EKCMMMMF9OCOX p CLAW MADE i AOOii£GATE 9 D®ucneLE a pETE7Tr10N 6 STA B wo CONFEW-nONANO WC8962498 06/30107 08130108 I X ENPUrIM uAMU Y 1 EL EACH AccmENr s8D0 OOD ANY PROI ET081P 1T+ FLU WE-EA B800 000 dauMe visda I bdvs $500000 OnSR ! 1 MMCgVM OF OPEMyQXS ILOCAMN81V@IR2XS I E%CUIBIONB AWED BY ENWIMMEHr I MRXAL PRWWONB C.H.Newton Builders,Inc is Included as an additional Insured- I j SFP ® 4 ENTI I CERTIFICATE HOLDER CANCELLATION MMULD ANY OFTHE ABOVBDEt3CMEOPOLIC10 BE CANCHiSO 01"M THE P>T1a no" C.H.Newton Builders Inc. DATETHEREOF,THE65UNOtrw1=wB.LB=AvwtTOMAs -AIL DAYBWRUM 540 West Falmouth Highway Nona TOTNB CWrFTcAT9 H I WER NAMm To 7Ne L M IRITFASDRE70 00 S06HALL West Falmouth,MA 02574 MOSS NOOBLIBATMORU06uTYOF ANY KmuPOHTNBWMIER ITS AGENTSOR Tn+Ea_ AUTHORIZED REPRE6ENTA i ACORD 25(2001/08)1 of 2 #S306141M29932 I CBR B ACORD CORPORATION 1888 I 1 I Gregory -428 Wianno Avenue,Osterville Subcontractors Vestibule: Medeiros Electric Cape Cod Insulation Bay Window C.H. Newton Employees I Rx Date/Time JRN-23-2008(WEO) 05: 19 P. 001 01-23-'08 16:25 FROM- T-251 P001/001 F-564 Town of Barnstable Regulatory Services Tbomes F.Geller,Director o Building Division TOM Perry, )Bnflfts Commissioner 200 Main Sorrel, Hyannis,MA 02601 WWW town.b&rwtable.X=us Office: S08-862-4038 Fax: 508.790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder j, /V a9 r/fi9N/C L G�2�(so/L y as 0wmer of the subject property hereby authorize Al A/ I w!v N Z v i-D ,e S to act on my behalf, is all natters relative to work authorized bytbis building permit application for. (Address of rob) • 123 08. sipature of Owner Doe Print Name . Q:MRMS:OWNFRPMU,MSION F. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 610? Application # I q u (O Health Division Date Issued 4 Conservation Division I Application Fee Planning Dept. Permit Fee Wq a , 6 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis i Project*Street Address // /f✓t Village OwnerA7/0.0/Z_J� iNQ14 I bo, D� Address �4ei lems✓/ e, Telephone ey& — 7 Permit Request1_a,1J*add4Do/ d IL�. Square feet: 1 st floor: existingA%roposed y 2nd floor: existin proposed Total new /4992 Zoning District Flood Plain Groundwater Overlay Project Valuation 7 Construction Type Lot Size G✓GS Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure l 0 H itoric House: ❑Yes ❑ No On Old King's Highway: ❑Yes vilo Basement Type: ❑ Full ❑,Crawl ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)d6900� Number of Baths: Full: existing_ new Half: existing , new Number of Bedrooms: existing Q new / Total Room Count (not including baths): existing �new First Floor Room Count 'Ga to Heat Type and Fuel: s ❑ Oil ❑ Electric ❑ Other Central Air: Zes ❑ No Fireplaces: Existing OLNew Existing wood/coal stove: ❑Yes aICIo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barmy] existing new size_ O Attached garage: ❑ existing ❑ new size _Shed: existing ❑ new size _ Othe Rv Zoning Board of Appeals A thorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# z Current Use s��l ti Proposed Use ><S !^ a-- - - - a p iy APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name g,�114�4 Telephone Number � Address lmd LA 0 VJ License # (.-S Q ,ll� Home Improvement Contractor# l/ Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS OROJECT WILL BE TAKEN TO r' l j SIGNATURE DATE r ' C, G� FOR OFFICIAL USE ONLY APPLICATION# "DATE ISSUED__ NEAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: " FRAME - ® , P `""�ar �.._ ;INSULATION.,.=i o.;'.�� -•, . �( � �`= � i `�'- ��.._ i FIREPLACE _. ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL GAS: ROUGH // FINAL FINAL BUILDING- `" S ! DATE CLOSED OUT ' ASSOCIATION PLAN NO. r The Common walth ofMassaehuset& D8parftnent of ludusbiai Accidents - -- _—— OK we ofT gatzons— — 600 Maghirigton meet Boston,MA 02M wmv.masmgoWdua Workers' Compensation Insurance Affidavit:Builders/Contractors/ElectricianslPlumbers AppIkant Information J ( Please Print LegiMy Name MusinesslOrganizatiZ,,: Address: chJ {/l t • �/ GitylStatelZip: �/ (.� t rl,e 47 Are you an employer?Check the appropria a bo/�- T of project (r 4. Q'I am a contractor and i � PT J C �= I.❑ I am a employer with gel 6_ New constructioa employees(full and/or part-fine)-* have hired the sub-contractors. 2-❑ I am a sole proprietor or partner- listed on the attached sheet: 7- ❑Remodelling ship and have no employees These sub-contractors have 8. �Zuildilng itioa w for me in an capacity. employees and have workers'o�.ng Y � tY- _ 1g_ addition [No vv-ork rs.CCffip.insurance comp-insuranCC_ required_] 5..❑ We area corporation and its 10_0 Electrical repairs or additions 3_❑ I am a homeowner doing all work officers hate exercised their 11-❑Plumbing repairs or additions. Myself [No workers'cxon-ip- right.ofe3mmptionper MGL 12-❑Roof repairs insuranceregaired-)l c.152,§1(4) and we have no employees_[No workers' 13.❑Other comp_insurance required.] *Any appb=that checks boa-1 mast also fill out the section below showing t &viroricers"compensation policy infhrmsdnn Homeowners who submit this affidavit indcstm g they are doing in track and then hire outride contracmm Huai submit anew affidavit marl-ting sack tcactors that check this box mast attached an additional sheet shacking the name of the Wb-conft3cbors and state whether ornot Chase en irks have emplayees. If the sub-contractors have employees,they must provide our workers'comp.policy number. lam an employer drat is protdding it orkers'cow nsvr n inrurartce for rrty enTLyess. Beloit is Ste porky artd,}ob site information_ Insurance Company Name: Policy#or Self-ins-Lie.4: 7(p 7 Expiration Date: Job Sif£Address: WjKff)/4/7/70 �l/C� City/State/Zip; �G Attach a copy of the workers compensation policy declaration page(showing the police number and expiration date). Failure to secure coverage as requiredunder Section:25A of MGL c 152 can head to the imposition ofcriminal penalties of a fine up to S1,50D.OD and/or one-year imprisonment as well as ci-vil penalties in the foim of a STOP WORK ORDER and a fine of up to S250-CFV day against th .olatur_ Be advised that a copy of this statement may be fnrwardad to the Office of Investigations DIA for ce coverage ve rificatitn- I do hereby tinder th ns d penalties ofpedury thatfhe information provided above �is bw and correct S.ienattme: Date.: Phone i#: Q ofjrcial use atrly. Do : t tvn i this area,to be completed by city or town ofrrciaL City or Town:. PermitUcense# Taming Authority(circle one).: 1.Board of Health 2.Building Department 3.Cityffay n Clerk 4.Electrical Inspector S.Plumbing inspector 6.Other Contact Person: Phone#: 6 4 , Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written_" An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the,commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone numbers)along with their certificatc-.(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with Do 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 maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affadavit should be retumed to the city or town that the application for the permit or license is being requested,not the Departinent of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple pumitJlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be,filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would Ile to thank you in advance for your cooperation and shouldyou have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of kvestigatloas 600 Washingtou Street Boston,MA G2111 Tel.A 617-727-4M ext 406 or 1-877-MASWE Revised 4-24-07 Fax# 617 727-7 49 www.mas,-,,govldia f ` Client#:3248 2NEWTONCH ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MWDD/YYYY) 0110 9/2 01 4 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certficate holder is an ADDITIONAL INSURED,the policy(es)must be endorsed.If SUBROGATION IS WAIVED,subject to the terns and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Dowling&O'Neil NAMEA/C"o .508 775-1620 FAX A/C,No): 5 087781 21 8 Insurance Agency E-MAIL 973 lyannough Rd., PO Box 1990 A130 Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC 9 INSURER A:Acadia Insurance INSURED INSURER B: f C.H.Newton Builders,Inc. PO Box 399 INSURER C: West Falmouth,MA 02574 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD US POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR I1WVD POUCYNUMBER pM".(MMIDPNYM LIMITS A GENERAL LIABILITY BINDER368761 1/01/2014 01/01/2015 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMA�E TO RENTED PREMISES Ea o ce 5250 OOO CLAIMS-MADE ❑X OCCUR MED EXP(Any one person) $5 000 X BUPD Ded:250 PERSONAL&ADV INJURY $1 000,000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG 52,000 O0O POLICY 5PPcT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea ecident S ANY AUTO BODILY NJURY(Per person) S ALL UCS AUTOS EDUO SCHEDULED ATO BODILY INJURY(Per accident) S HIRED AUTOS AUTOS ED PROPERTY DAMAGE AUTOS Perecddent $ $ UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAS CIAIMS-MADE AGGREGATE $ om I I RETENTIONS y A WORKERS COMPENSATION BINDER368718 AND EMPLOYERS LUU3MY 1/01/2014 01/01/201 X wcsrnru oTH- ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N EL EACH ACCIDENT S50O OOO OFFTCER/MEviBER EXCLUDED? N/A (Mandatory In NH) EA-DISEASE-EA EMPLOYEE s5OO OOO It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I S5OO OOO DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,It more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,-waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Falmouth SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 59 Town Hall Square ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 922 Falmouth,MA M40 AUTHORIZED REPRESENTATIVE O 1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S123014/M123013 EAM f i CHN ' C.H. NEWTON BUILDERS, INC. i September 11, 2014 Town of Barnstable Building Department 200 Main Street Hyannis, MA 02061 i Attn:Tom Perry Dear Mr. Perry, C. H. Newton Builders, Inc.will provide the Building Department certificates of Insurance upon hiring of subcontractors. Application Number: 201406096 Thank you for your assistance in this matter. i David Newton C.H. Newton Builders, Inc. i I 549 West Falmouth Highway, PO Box 399, West Falmouth, MA 02574 • ph 508.548.1353 • fx 508.548.5330 98 North Washington Street#202, Boston, MA 021 14 • ph 617,723.4567 919 Main Street, Osterville, MA 02655 • ph 508.428.9013 175 Varick Street,New York, NY 10013 • ph 646.664.4474 chnewton.com �IHE Town of Barnstable Regulatory Services MA&& �, Richard V.Scab,Director r� i639. �� Building Division QED MA'S A Tom Yerry,'Bx&ding'CommJssiouer 200 Main Street,Hyannis,MA 02601 www.town.barustable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder T, {"*T14 l CL &R66 1b ,as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. �2S W(A-AO ffil�E- osTEEVrLLE�IiAA (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 W,+TftA 9 I EL, &A 6 o g)l Print Name Print Name Q zs- 20 I Y� Da Q:FORMS:ORRdERFa MISSIONPOOLS L_ Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-046192 DAVID L NEWTON ', r 106 WHITMAR Cotuit MA 026357 [ . Expiration Commissioner 09/19/2015 I I__ 'V 17•P.�R07Y//77,OiYl L�/G'CG�IL CZ�UI�GCRJdC/,C/l.C/,OBCCd . Office of Consumer Affairs&Business Regulation _ OME IMPROVEMENT CONTRACTOR egistration: <-1p7:888 Type: Expiration_8Y.1=01i6; Private Corporation C.H. NEWTON BUILDERS INC---;:---;:? David Newton "SO,' 549 Main Rd 28A ,,; _✓ g� W. Falmouth,MA 02541 Undersecretary 1 Y i In accordance with the provisions of MGL c. 40, s. 54, a condition of Building Permit Number is.that.the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c. 111, s. 150A. This debris will be disposed of in: Bourne (Location of Facility) Signaturled Permit Applicant' 03-11-14 Date IF A DUMPSTER IS USED IN EXCESS OF 7 CUBIC YARDS * * *xY ** A.PERMIT FROM THE FIRE DEPARTMENT IS REQUIRED. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 163 Parcel 024 Application # /3 ! — 32�f Health Division a�Uik:;jl 'd�:>'� JFEDate Issued �Z Conservation Division NOV 07 20fipplication Fee Planning Dept. Permit Fee C3 Date Definitive Plan Approved by Planning Board px�, f,I Historic - OKH Preservation/Hyannis P*r 44$,r�1&, c0 ik.rb iN�zli1 141ILL Project Street Address 428 Winnno Avenue Village Osterville , Owner Greer, Nathaniel A Address P.O. Box 237, Osterville, MA 02655 Telephone Permit Request Selective demolition and interior modifications of 2nd floor to include 2 dormers, 1 additional bedroom and 1 additional bath. All work to be performed in the same building foot rin nt_ r' Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District RF1 Flood Plain Groundwater Overlay Project Valuation 85,000 Construction Type 3R Lot Size 1.18 Acres Grandfathered: ❑Yes M No If yes, attach supporting documentation. Dwelling Type: Single Family ® Two Family ❑ Multi-Family(# units) Age of Existing Structure 1880 Historic House: ❑Yes ® No On Old King's Highway: ❑Yes M No Basement Type: ® Full ❑Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 3 new 1 Half: existing 1 new Number of Bedrooms: 4 existing 1 new Total Room Count (not including baths): existing 10 new First Floor Room Count Heat Type and Fuel: M Gas ❑Oil ❑ Electric ❑ Other Central Air: ®Yes ❑ No Fireplaces: Existing 2 New Existing wood/coal stove: ❑Yes ld No Detached garage: ❑ existing O new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing 0 new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 0 No If yes, site plan review# Current Use Residential Proposed Use Residential APPLICANT INFORMATION . (BUILDER OR HOMEOWNER) Name C.H. Newton Builders, Inc. Telephone Number 508-548-1353 Address 549 West Falmouth Highway License# CS-046192 P.O. Box 922 West Falmouth, MA 02541 Home Improvement Contractor# 107988 Email gsilvaOchnewton_com Worker's Compensation # 7494-11 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Bourne SIGNATURE "^ DATE �D 3/ ate/ 7 f AC RO O® CERTIFICATE OF LIABILITY INSURANCE FDATE(MMIDDNYYY) �� 3/15/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTA NAME:CT Construction Eastern Insurance Group LLC PHONo (800)333-7234 F� No: 233 West Central St E-MAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Natick MA 01760 INSURERA.Union Insurance Co 25844 INSURED INSURER B Acadia Insurance Company 31325 CH Newton Builders Inc INSURERC: P.O. BOX 399 INSURERD: 549 West Falmouth Highway INSURERE: West Falmouth MA INSURERF: COVERAGES CERTIFICATE NUMBERNASTER 2017 REVISION NUMBER: THIS IS TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBRPOLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM/DDNYYY) (MM1DDNYYYI LIMITS R COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE FX]OCCUR DAMAGE RENTED PREMISES Ea occurrence $ 50,000 CPA5237488-11 1/1/2017 1/1/2018 MED EXP(Any one person) $ 5,000 PERSONAL&ADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY a JET LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,000 B R ANY AUTO BODILY INJURY(Per person) $ OWNEDALL UTOS AUTO SCHEDAUTOS IOA5240516-11 1/1/2017 1/1/2018 BODILY INJURY(Per accident) $ HIREDAUTOS NON-OWNED AUTOS AUTOS Par accident $ PIP-Basic $ R UMBRELLA LU1B R OCCUR EACH OCCURRENCE $ 10,000,000 B EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,000 DED R RETENTIONS 10,000 CUA5237493-11 1/1/2017 1/1/2018 $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N R PER ER ANY PROPRIETOR/PARTNER[EXECUTIVE E.L.EACH ACCIDENT . $ 500,000 OFFICER/MEMBER EXCLUDED? NIA B (Mandatory in NH) WCA5237494-11 1/1/2017 1/1/2018 E.L.DISEASE-EA EMPLOYE $ 500 000 If yes,desuibe under 10ESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ 500,000 A BUSINESS PERSONAL PROPERTY CPA5237488-11 1/1/2017 1/1/2018 LIMIT $200,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE PROOF OF INSURANCE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE John Koegel/PMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 r2tlla m The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): C H Newton Builders Inc Address: 549 West Falmouth Highway, P.O. Box 922 City/State/Zip: West Falmouth,MA 02574 Phone #: 508-548-1353 Are you an employer?Check the appropriate box: Type of project(required): 1.® I am a employer with 38 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ® Remodeling ship and have no employees These sub-contractors have g. ® Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.'*' required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE] Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. (Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Acadia Insurance Company Policy#or Self-ins. Lic.#: WCA 5237494-1 1 Expiration Date: 1/1/2018 Job Site Address: 428 Wianno Ave City/State/Zip: Osterville,MA Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of he DV for insurance coverage verification. I do her eb ert y and r the ins and penalties of perjury that the information provided above is true and correct. J Si atur : Date: October 31 2017 Phone#: 508-548-1353 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: r 1 The Official Website of the Executive Office of Public Safety and Security(EOPSS) I Public Safety . A... 1A...G.Dw GlMass.q-ov ensee Details uemographic Information Full Name: DAVID L NEWTON + er Name: k wense Address Information City: Cotuit State: MA ipcode- 02635 o nt : U ted fates UCense n orma ion License No: CS-046192 License Type: Construction Supervisor Profession: Building Licenses Date of Last Renewal:: 9/26/2017 Issue Date: Expiration Date: 9119I2019 License Status: Active Today's Date: 9128/2017 Secondary License Type: Doing Business As: i tus Change t2 as - License R wal rerequisi a n� orma ion No Prerequisite Information ' Close Window I � C 2011 Commonwealth of Massachusetts _ _ _ _____Site Policies Contact.Us; I • C'//n%�arruirC•irttsecr�/�r�:��l��if�ri�wtrsc� Office of Consumer Affairs&Business Regulation License or registration valid for individual use only ._. expiration date. If found return to:before the ex HOME IMPROVEMENT CONTRACTOR P Registration: 107888 Type: Office of Consumer Affairs and Business Regulation Expiration: 10 Park Plaza-Suite 5170 p ration: _8/10120/8 Private Corporation C.H.NEWTON BUILDERS;INC. Boston,NIA 02116,/ David Newton 549 Main Rd 28A W.Falmouth,MA 02541 Undersecretar y Not valid without signature I hereby authorize my representative Gustavo Silva, Design Engineer for C.H. Newton Builders, Inc. to make application on my behalf with the Town of Barnstable for all applicable permits for the work to be performed at 428 Wianno Ave, Osterville, MA David L. Newton October 31, 2017 I Massachusetts Department of Public Safety �^ Board of building Regulations and Standards License:CS-046192 Construction Supervisor DAVID L kEVV'TOU- 106 WHITMAR ROAD COTWT MA 02635 �— l/\- Expiration: Commissioner 0911912017 Conziructton Supervisor Restricted to: Unrestricted-Buildings of any use group vfilch contain toss than 36,000 cubic feet(991 cubic motors)of encbosed Space. Failure to possess a current edition of the hiassachuselts State Building Code is cause for revocation of this license. On Licensing intomiatronvisit:MIMMASS.GOWDPS I hereby authorize my representative Gustavo Silva, Design Engineer for C.H. Newton Builders, Inc. to make application my behalf with the Town of Barnstable for all applicable permits for the work to be performed at 428 Wianno Ave, Osterville, MA David L. Newton D October 31, 2017 i Town of Barnstable Building Department Services '" M ' Brian Florence,CBO. Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I. Nathaniel A. Gregory ,as Owner of the subject property hereby authorize C.H. Newton Builders, Inc. to act on my behalf, in all matters relative to work authorized by this building permit application for. 428 Wianno Ave, Osterville, MA 02655 (Address of Job) *Pool fences and alarms are the responsibili of the applicant Pools are not to be filled or utilized before fence install d and all final spections are performed and ac !' / VIC kn.ature of Owner Signature of Applicant David L. Newton Nathaniel A. Gregory C.H. Newton Builders, Inc. Print Name Print Name October 27, 2017 Date Q:FORMS:OWN MPE .1-0SIONPOOLS Rev:09/16117 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION +s Map 16 3 Parcel Application# Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board C3c 3I«16T Historic-OKH Preservation/Hyannis Project Street Address q2_1F5, W ► ti O f}V O S T�12 V i L.(�£ Village d 5_7_Z5_P_ lJ I LC"C _ Owner N A-rffil-f-N1 E C.- &�E;Cry Address ? O• 13 OV ?Z 17 O 5►E72 V I(_L£_ Telephone 67;ce—511 Z4 11 (� Permit Request F:::7P Lri C E h:-7-V 15 T'l/U G- 'P o u r3 LE H-uN G- W 1 ti Do W iV 1774 R/�1AJ a19Y N iN-001/J , EI l 1.LD 13uIL i W ITH _rHP-e_':7 fit,D�SUdJ 5 D2M 11V4-r6H W INDoc.J . Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 'ys 4a a-a Construction Type Lot Size J• 1 8' A &P-0 5 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family &- Two Family ❑ Multi-Family(#units) Age of Existing Structure / (?F-0 Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: Cl Full ❑Crawl ❑Walkout O 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 O Total Room Count(not including baths):existing new O First Floor Room Count Heat Type and Fuel: @'Gas ❑Oil ❑Electric O Other Central Air: ❑Yes U110 Fireplaces: Existing New _ Existing wood/coakstove: ❑rYes '0 No Detached garage:❑existing O new size Pool:❑existing ❑new size Barn:❑e9ii9 ing O new size; Attached garage:Elexisting ❑new size Shed:O existing O new size Other: r Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use R lff�� be_NJ 7A-L, Proposed Use R-eS 1 b E-AV T l il-L_--- --- - _. _ BUILDER INFORMATION Name C� A)Gr,A &,)4 g' U1 LZa•� Telephone Number 56 Address 114A9-IN <5 F - License#— 41 G 19 z�_ O.ST P V 1 L.e� A-M 0 6 SS Home Improvement Contractor# f D r7 e- Worker's Compensation# i'✓GA Oy 173941 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO —bbu F-P--)E SIGNATURE DATE y FOR OFFICIAL USE ONLY (r 1 PERMIT NO., r DATE ISSUED MAP/PARCEL NO. -a ADDRESS a Y VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION ; K FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING f • 2 /y A t.? DATE CLOSED OUT �z ASSOCIATION PLAN NO. d I!' r . e ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations a 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information ,/ f Please Print Legibly Name(Business/orgmization/Individual): 6 . /�. N E AJ 1Z> Address: 9 1 of MAIN 5 I• City/State/Zip: Phone.#: Are you an employer?Check the appropriates bpx: Type of project(required):. 1.El am a employer with 4. T am a general contractor and I 6. ❑N w construction . employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a'sole proprietor or partner- listed on the'aitached sheet. 7Y Remodeling ship and have no employees These sub-contractors have g, ❑Demolition workingfor me in any capacity. employees and have workers' Y P tY• ��. 9. ❑Building addition [No workers' comp.insurance comp.insurance. required.] 5. We are a corporation and its 10.❑Electrical repairs or additions 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 employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: in/0,A 00 r7 Expiration Date: ► Zo / Job Site Address: -2/,Z oo- 6U I fI aJ N A'y)r:- City/State/Zip: O Ul LL1E ' Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure•to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the bLk for insurance coverage verification Ido hereby certify under the painsndpenlaltiees ofperjury that the information provided above is true and correct. Si afore: �e— Date: _ . . Phone#: rOfficialonly. Donot write in this area, to be completed by city or town offcctaL n: 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#: Information and Ins' tructions 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 hiie, 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 Ter_eiYPr nT trustee-of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling-house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until-acceptable evidence-of compliance with the insurance requirements of this chapter have been presented'to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-cont�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 Industrial Accidents.-Should you have any questions regarding the law or'.if you are required to obtain a workers.' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their Self-insurance license number on the appropriate-line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all-locations in (city:or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to brim leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth of Massachusetts Deput=ut of Industrial A.eelclents Office 4f Investigations 600 Washingt6 Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-977-MASSAFE Fax##617-727-7749 Revised 11-22-06 www.mass.gov/dia i Client#:3248 2NEWTONCH ACORD- CERTIFICATE OF LIABILITY INSURANCE 01129,8°"""' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 973 lyanough Rd., PO Box 1990 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: Acadia Insurance C.H.Newton Builders,Inc. INSURERS: 98 North Washington Street,Suite 202 Boston,MA 02114 INSURER C: INSURER D: 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. LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE( MIDDI YYI IVE PDATE CY M I DTION LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY jE a LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMB $ ANY AUTO (Ee soddent) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND WCA007321116 01/01/08 01/01/09 WCSTATu I JOTH- EMPLOYERS'LIABILMY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500 OOO OFFICER/MEMBER EXCLUDED? NO E.L.DISEASE-EA EMPLOYEE s500,000 S yes,EC IAL PROVISIONSAL below a under E.L.DISEASE-POLICY LIMIT $500,000 SP OTHER DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Officers are Included under the workers compensation policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL In DAYS WRITTEN 367 Main Street 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. AUTHORIZED REPRESENTATIVE ACORD 25(2001108)1 of 2 #50666 LS1 o ACORD CORPORATION 1988 91te Board o u�l inTegulaolon-is an =anar s g One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Construction Supervisor License License CS: 46192 Restriction: 00 Birthdate: 9/19/1950 Expiration: 9/19/2009 Tr# 3037 DAVID L NEWTON PO-BOX 922 - FALMOUTH, MA 02541 - Update Address and return card.Mark reason for change Address Renewal Lost Card DPS-CAI C? SOM-MOB-PC8490 .......... ---- - ✓1LH Tpp�7(97t49ttlJ6GtiV�O�✓�G�d�?�[fLdC42 Board ofBuiiiling Regulations and Standards Gonstructlon Supervisor License Lic@nse: CS 46192 r-ftidate__9/19/1950 Eiiplt(on 9'{;97Z009 Tr# 3037 DAVID L NEWTON PO BOX 922 FALMOUTH,MA 02541 Commissioner 91?e Board of Building Regulations and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement.:Contractor Registration __=� Repistratlon: 107888 Type: Private Corporation �,_ ::.'• =_ .-, Expiration: 8/10/2008 C.H. NEWTON BUILDERS, INC % David Newton PO BOX 922 Falmouth, MA 02541 :• — Update Address and return card.Mark reason for change. �]OPSQAI 4 90M.oS106•PCeaBa Address Renewal Ej Employment Lost Card ' SL"\9 ✓/!C TOa7laJIt6)t[apal�.o��/l��/[lfJe�il Board or Building Regulations and Standards 2 License or registration valid for individui use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If round return to: °'`' Board of Building Regulations and Standards Registration.-NJOT888 pp Ashburton Placo R 730I Expiry o LfQ/2008 .:'I __ to Corporation Boson,Ma.02108 } YP t=:rl�a ' eP C.H.NEWTON BUILOI...(35�.4 David Newton f�` Fl Q.._R�_i• 549 Main Rd 28A `'==-✓ W.Falmouth.MA 02541-'�� DeputyAdminterrntor Not valid without signature i Rx Date/Time JRN-23-2008(WEO) 05: 19 P. 001 01-23-'08 16:25 FROM- T-251 P001/001 F-564 H Town of Barnstable i Regulatory Services I)kcmes F.Geiler,Director Building Division TOMPerr9, 1802dingCommissioner 200 Main sue. $puns,MA 02601 WWW town.barnatable;p=us Office: 508-862-4033 Fax: 508-790-6230 • Property Owner Must ; Complete and Sign This Section If Using ABuilder j, Ahl rffAN/C L 6:46,6,01a / as pawner of the subject property hereby awhorize H N i w n,,)N Z v i L-;D i R_s to act on my behalf, in all matters relative to work authorized bythb building permit application for, yr"k 8• " iANN o AVE. oST=p_v II be (Address of job) 12 a o 8. Signature of Owner D to Print Name WORM&OWNMPgUMSION Gregory -428 Wianno Avenue,Osterville Subcontractors Vestibule: Medeiros Electric Cape Cod Insulation Bay Window C.H. Newton Employees �SHETpw TOWN OF BARNSTABLE Building Application Ref: 200800686* awxxsrASLE, Issue Date: 03/18/08 Permit y MASS. �A s639• �� Applicant: C.H.NEWTON BUILDERS,INC. Permit Number: B 20080508 rF0 MA'1 A Proposed Use: SINGLE FAMILY HOME Expiration Date: 09/15/08 Location 428 WIANNO AVENUE Zoning District RF-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 163024 Permit Fee$ 25.00 Contractor C.H.NEWTON BUILDERS,INC. Village OSTERVILLE App Fee$ 50.00 License Num 046192 Est Construction Cost$ 4,500 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REPLACE EXISITING DOUBLE HUNG WINDOW WITH NEW BAY THIS CARD MUST BE KEPT POSTED UNTIL FINAL WINDOW,FIELD BUILT WITH 3 ANDERSON STORM WINDOWS INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: GREGORY, NATHANIEL A BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P 0 BOX 237 INSPECTION HAS BEEN MADE. OSTERVILLE, MA 02655 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK ORANYVART THEREVFIWFWR TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. 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). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health _ii Town of Barnstable .*Permit# Z 0j �l qy� I F-V*es 6 monAu fi-oc issue date gul * Reatory Services Fee Kam Richard V.Scali,Director X-PRESS PEftW q �nrt Building Division Tom Perry,CSO,Building Commissioner OCT 1 6 2015 200 Main Street,Hyannis, 0 F www.towmbamstable.ma.my-MIN n' ,�R� � Office: 508-862-403 8 A R'V �aiL W90-6230 EMPRESS PE APPLICATION - RESIDENT7AIr ONLY Map/parcel Number j•(�J lJb„ _ 0 t.R Not Vabdwmgwx edX-PressTmpnnt Prop Address �j I �{�o h V, /(P ✓�! Residential Value of Work S g Mmimum fee of s3s.00 for work under$6000.00 Owner's Name&Address (� 6Y-0`1(-Cf Contractor's Name rIA75.,d ( /ri S4,!„r Telephone Number C>5 - Home Improvement Contractor License fr(if applicable) Email:_ r. :a_ 1 r ac�,�/�>2s; cc, . Construction Supervisor's License#(if applicable) 9 (0 6 sS a 0-Worlanan's Compensation Insurance Check one: ❑ I an a sole proprietor ❑ I am the Homeowner [have Worker's Compensation Insurance. lump nee Company Name Workman's Comp.Policy# ,nc- v Cq© @ Copy of Insurance Compliance Certificate mast accompany each permit Permit Regy6st(check box) / E Re-roof(hurricane nailed)(stopping old shingles) All construction debris will be tatcen to 5rLd C (N ❑Re-roof(hurricane nailed)(not stripping. Going over mcisting layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliden.U-Value (maximum 32)#of windows #of doors: ❑ Smoke/Carbon Monoxide.detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required Issuance o£this permit does nctccempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE-. Q:\WPI'II.FS�FORMS�bwZd'mg mrs c Revised 040215 ?lie CoauxaaM'Vecm,of-4&WaCJ, silts ��rrerztof�'ra�strialAuzderrtr . - Offilce 00MV969adom. 600 Washurgion,54wet Boston,41A 02111 Workers' Campensat anInsu=ce Afficlavit Rml&IS,lCantractur--J l ianslPhunbers Ayplicant Tnfarmaiion 1 [ Please Print e„ v .Name Address: O L4 CityiStatef /"0 P-,,,k (9?6 3 <" Phone-n"-- 7_5,,-- Z 2 Ax eeyyou an etngloyer?Checkthe appropriate box: Type of project(requireffy 1.�l� I am a employes ufitb.1_() 4 ❑I ague a general coubmmctur and I 6- ❑New cros5rucd,�- employee. (fZamilorp e)* hate hired 9m sub-contmotoss 2.❑ I am a sale groprietof Orpaztuer- listed on the attached sheet 7- ❑RemodelFag ship and have:no employees Vaese sub-contractors have 8. []Demolffioa waddag forme in any capacity- employees andhase wodcers' INo wrorkers'camp.iv,an-a„ e comp.iasuranc>-i 9. ElBtnldtng addition. r -I 5. ❑ pile are a cospor6an and its 10❑Eleetdcal repairs or adcg ow I❑ I am a homeowner doing all work officers have esercfsed their 1 L❑Plmzlbing repairs or ad&dcm myself[No wail='coop- wit of exemgfton per MGL 127-❑Bnofrepaim insurirce required]T c.152,§1(4) aadwe haven employees.[No workers' 13.❑tither comp-measure Mgaire ] 'tiny9_9-- ntdiatche cis b=f1tmest also itllculthesectionberawstatsinZffi&wosicemea=pe sa upericgitdsna=dC= S9meownemwbambmhffmaibHa 2=amtmgtbayare-chin a1Ewaa7canddteaMMastd&caatra=tsamstsabmica new aMdzdt sacb_ iCaattsa' ff=r1,Z thfb=mastxftrI,d=x1diermalsheetshotting the nameofthesttb-c=txctoss and stda whether oraatthnsee2titiachmt- mrpluyem Wthesnh-cag'lmctmMce employmes,they=wryn idrth&workem'amp.policy atnn]sez I attt aid elltPinPel fr1Qf ISPIQ7?t�I1Tb 14011kelTs COIIIpEI1S(fftQll lttS7�faRL&fDl'7�1'emPTn3�ees Below is thRpolicy ar d ob sft informatiom C / Insu anLe Company i'=e C 'Policy 9 of Self-ice Zic. r? G, ?>(7l v Z-wn d=Dafe= VO(� 4 i Job Site Address: CftylStaiel�sp Ad2ch a copy of the warkers'compensationpolicy declaration page(showing the poflcy rstrmber and expiraiion date)i. Failure to secure coverage as reguued.under-Section 25A of MGL m 157 can lead to the imposition of cd mical penalties of a fine up toy S150000 andlor orie-yea,rimprdso=Put,as well as civil p-16 in the farm of a STOP WORK OBDERand a fm,e of up to$250-00 a day against the violator. Be aids}ised.1hat:a copy of this statement may be warded to the O ce of Invesdgations ofthe DIA f w insurance coverage ved9cad= I afa Ftereiiy carhfy uudRr the ' s andpenahFiss afgerYury Slat tits u forma#iaugraczd�d abot�ig true a-ad correct sites Date, 0 i r t -- Phone r'F cs Dy- L-r 2 fir-2-2..`Z Z O,�iciid a�tFy. Do not artita an ffris at-ea,fd be carttpletc�by cap artmen a,{frciaL My or Tawas: PernribUcense; L-nmgAutharity(chdeone): L Board a#$-ealth 3.Bude&ng Departtaerrt S.Cityrrown Qerk d.Electrical Inspector S.Piambma Inspector 6.Other Contact Person: Phone#_ 6 II L ISSUEO BY THE STOCK INSURANCE COMPANY e THE COMPANY GRANITE STATE INSURANCE COMPANY 0103090-00 WC 009-93-0601 13102 013-82-0915-50 ••�•• � � � PENN YLVAN FRASER CONMgTUCTION, LLC AIG P.O. Box 1845 COTUIT, MA 02635-2443 An AIG company EXECUTIVE OFFICES: SEE EXTENSION OF ITEM 1. OF THE INFORMATION PAGE - WC990610 175 Water Street New York, NY 10038 I.D# 0001 0646 MA UI#: PROCUCERS NAME AND ADbR1--ss KEATING GROUP INC THE WORKERS COMPENSATION AND EMPLOYERS 144 TURNPIKE ROAD LIABILITY POLICY INFORMATION PAGE SUITE 150 OUTHBOROUGH MA 2-0000 INSURED IS I PREVIOUS POLICY NUMBER LIMITED LIABILITY COMPANY IRENEWAL 0099 0601 OTHER WORKPLACES NOT SHOWN ABOVE SEE EXTENSION OF ITEM 1. OF THE INFORMATION PAGE- WC990610 ITEM 2 POLICY PERIOD12DI AM.standard time at the insured's mailing add ress FROM 09/26/15 To 09/26/16 ITEM 3 A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers Liability Insurance: Pan: Two of the policy applies to the work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident $ 500,000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 500,000 each employee C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here: AK AL AR AZ CA CO CT DC DE FL GA HI IA ID IL IN KS KY LA MD ME MI MN MO MS MT NC NE NH NJ NM NV NY OK OR PA RI SC SD TN TX UT VA VT WI WV D. This policy includes these endorsements and schedules: SEE EXTENSION OF ITEM 3.D. OF THE INFORMATION PAGE- WC990612 ITEM The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Premium Basis Rate Per Estimated Classifications Code Number Total Remuneratlon $loo of Re- Premium ❑X Anna,❑3Year mune ration Annual 3Y. SEE EXTENSION OF ITEM 4. OF THE INFORMATION PAGE - WC7754 TAXES/ASSESSMENTS/SURCHARGES I EXPENSE CONSTANT(EXCEPT WHERE APPLICABLE BY STATE) MINIMUM PREMIUM $500 MA TOTAL ESTIMATED ANNUAL PREMIUM If tndlcated below,interim adjustments of premium shall be made: ElSemi-Annually 11 Ouarterly El Monthly DEPOSIT PREMIUM 08/2 /1 PARSIPPANY 5 5 82 Issue Date Issuing Office Authorimd Representative WC00 0001A 39967(ReV d 04108) ' I L Office of Consti�zeTl�z�s�d B��s tZe��oL 14�kPiaza-S7t-rye 5�70 Boston,Mawachas�02116 Home TIapro7eamr,Condor Reb-cl�Ou i -Z= 112-336 Type: DBA E,:Aa25err 3/23120?7 �r 2aai FRASER OOm,StRUCTIOi\€CO_ DEN P.O.BOX 484 OO T UI i,IMA 02635 Tipd�a3Fress�:extra rrd.�alcr�snn_ar�� i p Addres p 3Lznewzl ❑T�m�ioy. x p T.oraz� - <YS=efcamsm=A S E wSoa =a�n�or+e oarsidYorirmroiot�Tcseorb' ObtM2&l?ZOVMMEM COU-1 ACTOR, ba9zrtae+srsa oa #ioaac �+IIatr 1120^ Tyne OSreoFCoa�t^rAsismsd�csmess3araEoa i� E:uLMS c-3232^V Dgq litParkk3za-5 517� 20=n.MA0=6- FPAS=R COMS7MMON CO_ DBkN RPMSEP, 1c4-tw",mVmwL.ANE E FACMC`1T7K MA ozwa qg yp �TafvtiStdwitho ne L r 7 s wassacnuse:ts-7eparmant of=u!:0c a ry u Sos,-d ar 3u€ldi:>_Ragou.aria;.s and S=anoards Comtruction Supcn-icur Alk ansa:CS-097668 DEAN C FRASER= 104 IWM VIEW EAST FALMOCTH MA--:0�6 I 06I07J2017 r J Fraser Construction, LLC 31 Bowdoin Rd. Mashpee, MA 02649 Email: info(a,fraserconstructioncapecod com www.fraserconstructioncapecod com FAX 1-508=428-0123/ PHONE 1-508-428-2292 HICL#112536 CS#97668 PARTIAL RE.ROOF-PROPOSAL C Date 8/14/15 . �Q Name Nat GregoryV Email n re gory@n-iit.edu q Phone 508 428-4116' Job Address ,' ; ` 428 Wiarino Ave, Osterville FRASER CONSTRUCTION hereby proposes to perform the following services in a neaf,, professional manner in accordance with the'manufacturer's, specifications and local building code. , Main.House (not including,additions): New roofing done on roof planes to be re roofed will be removed to'valley'section on main tie IKO Cambridge AR, Color to match Driftwood: $14,725 Initial: Siding Above roof line': s - Supply and install 16oz Freedom-Gray Zinc coated-flashing to match existing. - Supply and insta11.1 coat Maibec Gray white cedar siding shingles to match existing. Pr..ice $2,595 Initial:Alyd� 1/3 initial payment before stain:'bf fob, remainder paid upon completion. PAYMENTS ARE DUE IMMEDIATELY AFTER JOB COMPLETION. Payments accepted are: CASH - CHECK- MASTERCARD - VISA -AMERICAN EXPRESS * Any payments not immediately paid upon job completion will be charged 0.005%for every day after the given 5 day grace period upon day of job completion. Possible Extra -After the shingles are removed from the roof, we will lift one sheet of plywood to make sure that the insulation is not up against the plywood sheathing preventing ventilation from the eaves to the ridge. If it is, ventilation panels will be installed by; removing the plywood sheathing, installing the panels, turning the plywood over and then re-installing the plywood. If needed, this would be charged for as an extra at the rate of$6.00 per panel including Materials & Labor. There are 6 Panels per sheet of plywood. Possible Extra -Any rotted or otherwise deteriorated trim boards 1 lead flashing, or other carpentry � r , Plywood sheathing, arp try needugreplacement will be done and charged for as an extra at the rate of$110.00 perhour,,p1us�20%.mark-up materials. �. �� x Possible Extra -If ice &.watertsfound on currenrroof sheathing-removal of plywood will be needed as the existinjg ce&water cannot be removed Due to its melting to plywood. Price is time an&jmaterial at the rate of$110 00 p.... , plus 20% mark-up materials. �z� — INN, Any deviation or alteration from above specification will be executed+upon written orders and will become'an extra h�arge over and above the+estimate: All agreements ,' tea ,.. u. ° t i V t�'N contingent up-MIt�rikes, accidentst or delays are jbeyond our control` O q� owner should carry fire, tornado and other necessary insurance�,upon the above work >We, if not b. +, accepted hirty days may�withdraw this proposal. .' �fl >� rx. FRASER CONSTRUCTION LLC: Carries Work�m n''sCompensation and P uble,. Liability Insurance on the above work certificate a ailable upon request rW „ }X. � a. r W, DATESS OF�"aACCEPTANCE n , fin ! ' M,�u.�+-...s. ' ra ... � �Y h•;� 4g` a a ,qy y Homeowner " Ii-AFraser Constvruction LLC g it, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION". Map Parcel . O 24' Application # 001FO J� Health Division rr Date Issued Conservation Division��C w��, r � '�� Jv2r`` Application Fee J�O Planning Dept. Permit Fee 26- 66 Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street.Address to 22� W w N u O Ay 5- . Village D 5 T&\g-v i y.- Owner AT N-k N�mil- eE—:f 6-0✓L�l Address P-0 la0-;e- a31 0S4ev v 1,he" kA Telephone �0`6 y Permit Request D✓\ ate✓ c�, k S-(-, vl ct r P A—;5L t <,v Ld-e, Gd-,ACC+� a refs Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other 1 Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.fl Number of Baths: Full: existing new Half: existing = n& ,. Q' Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Ro Coue x o Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑ Other ON m Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: O existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing IlAnew (.ze _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes �No If yes, site plan review# ' L Current Use _ Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address ` 5 T, License# OS rl--eU U-E, kA Home Improvement Contractor# Worker's Compensation # 1NC—I�C7Z) 3a� F, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO B60N SIGNATURE DATE �3 t' FOR OFFICIAL USE ONLY CAPPLICATION# r DATE ISSUED MAP/PARCEL NO. s 'ADDRESS VILLAGE _ ~OWNER R _ . DATE OF INSPECTION: ` FOUNDATION n ` -.FRAME - INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL = PLUMBING: ROUGH FINAL , `GAS: ROUGH FINAL T . FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLANAO. - ; I i i FIHE> Town of Barnstable 0 Department of Health,Safety,and Environmental Services IMMSTABLE, MASS.: ,� Conservation Division �A'F0"AAA A 200 Main Street,Hyannis MA 02601 Office: 508-862-4093 Robert W.Gatewood FAX: 508-778-2412 Conservation Administrator MINOR ACTIVITY REGISTRATION 5-p g--y Z R--- Ll 11 Property Owner Telephone number •©. �Jax � 3 � d 5 �� yr c_c�� - o� S�-' Mailing address UL� tv� /�/VNcS AVf ys�--'vBL.C-'r lb°zy Project location Map/Parcel# G�O N S r12 U G 7 lS�/ or I� W $1'1 c L7 ( N PPr f I R-(— L—)C 15 7 N G- [5— Project description wln+ /� o a L e�eve cat: 1 LDS The following minor activities will be reviewed,under Art. 27, by Conservation staff instead of the Conservation Commission,as long as they are constructed at least 60' from a wetland resource area or top of a coastal bank. * Pathways 4' in width * Fencing that does not create a barrier to wildlife movement,6"above grade * Conversion of lawns to decks,sheds,or patios that are accessory to single family homes,as long as: -house existed prior to August 7,1996 -alteration within the buffer zone is less then 250 sq.feet. -sedimentation and erosion controls are used during construction * Stonewalls(this does not include stonewalls.for retaining wall purposes,grading and/or fill) � Cl - Signature Date _ 4? Reviewed b Y D to _GIS Plan Attached (fee charged for plan) I Q/WPFiles/Form/MinorAct �4(0 /• J o • �� o�Fr�6 �/j f�F`t 1 Wetland Flags � �c\�ro�o0 �Qo / f 12 Replaced By I tc P a• / , Located 121M 7chmark: I Nail Set .4j� 1 // / I 1 \ e of Pavement �. = 9.45 \ root' utnitY or Pole / ' i. ✓, yF��Q G / �'•, \ . \ I Bituminous Drive /13 Pea stone i Drive \ / ,' / ► 2 Story \ \ / ,' ► Wood Dwelling #428 Wianno Ave. `: \ Lamp P06101, oste , / *, \ \ \ Frst Floor 3 „ E7ev. (7 08'5 10 , 39.0' ran' I 1 I I � d The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information 1 Please Print Leizibly Name (Business/Organization/Individual): LA E�WTZ)Q 1 1J 1 1_�3 F:::�s Address: 'It I t Q S T . City/State/Zip: 0 S �•1e J I Phone#: 5d - `'( Z- — �7 d I Are you an employer?Check the appropriate box: Type of project(required): 1.6 1 am a employer with IUD 4. ❑ I am a general contractor and I * have hired the sub-contractors 6. [�f,pde construction employees(full and/or part-time). - 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' insurance.# 9. ❑ Building addition comp.[No workers' comp. insurance P• required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 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, §l(4),and we have no employees. [No workers' 13.❑ Other S l Q comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work.and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. .-I am an employer that is providing workers'compensation insurance for my-employees. Below is thepolicy and job site - information. Insurance Company Name: �c�c ^7 Policy#or Self-ins.Lic.#: Vi C Aoo r] �Zl� � � Expiration Date: � ` b l 'y°' Job Site Address: L-1 2-9- w I/-a-NN O A v 5 City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perj ry that the information provided above is true and correct Signature: Date: Phone#: cjb Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: I Client#:3248 2NEWTONCH ACORD. CERTIFICATE OF LIABILITY INSURANCE 1/291M/DD/YYYY) 01/29/08 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 973 lyanough Rd., PO Box 1990 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: Acadia Insurance C.H.Newton Builders,Inc. ' 98 North Washington Street,Suite 202 INSURER B:INSURER C: Boston,MA 02114 INSURER D: 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. POLICY EFFECTIVE POLICY EXPIRATION LTR INSRC TYPE OF INSURANCE POLICY NUMBER DATE MM/DD DATE(MM1DD1YY1 LIMITS GENERAL LIABILITY EACH OCCURRENCE $ T::M: MERCIAL GENERAL LIABILITY DAMAGE TO RENTED CLAIMS MADE F—IOCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ PREMISES(Ea occurrence) $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO- JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) i HIRED AUTOS BODILY INJURY I NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND WCA007321116 01/01/08 01/01/09 WC sTATu- ER oTH- EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500 000 OFFICERIMEMBER EXCLUDED? NO E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under IAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500,000 SPEC OTHER I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Officers are included under the workers compensation policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL ln DAYS WRITTEN 367 Main Street 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. AUTHORIZED REPRESENTATIVE _107 ACORD 25(2001/08)1 Of 2 #50666 LS1 0 ACORD CORPORATION 1988 0�e Boar uil 8 g in Re uldns an �ars One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Registration: 107888 Type: Private Corporation Expiration: 8/10/2010 Tr# 272017 C.H. NEWTON BUILDERS, INC. David Newton --- PO BOX 922 Falmouth, MA 02541 Update Address and return card.Mark reason for change. DPS•CAt i� 50M-07/07-PCB480 Lj Address Renewal L—1 Employment Lost Card v� ✓/te'�o��v�n�ieuea/.!/ ��udaCii Board of Builds yrRegy ations and Standards License or registration valid for individul use only HOME IMP OVEMENT CONTRACTOR before the expiration date. If found return to: Registrat n: 1D7888 Board of Building Re ulations and Standards Expirab n: 8/10/2010 Tr# 2 017 One Ashburton Pla m 1301 "Up Ty Private Corporetlon Boston,Ma.02108 . C.H.NEWTON BUILDERS,IN David Newton 548 Main Rd 28A ,o,.� W.Falmouth,MA 02541 Administrator Not valid without signature WW Boo rd of uil in a ula�ns and Stan ar s One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contrac{--- n--= --- S' P�� '✓1�e`�o71iASC✓rz[!F'aNAL o�i,�(.a,1�6!�[t6e'�4 —\ Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR C.H. NEWTON BUILDERS, INC. Registration: 107888 Expiration: 8/10/2010 Tr# 272017 David Newton Type: Private Corporation PO BOX 922 Falmouth, MA 02541 C.H.NEWTON BUILDERS,INC. David Newton 549 Main Rd 28A .� DPS-CA7 0 50M-07f07-PC8490 3 W.Falmouth,MA 02541 Administrator WA gk " Board o u>�l in a la�ions�an tan ar s g � One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Construction Supervisor License License CS: 46192 Restriction: 00 Birthdate: 9/19/1960 Expiration: 9/19/2009 Tr# 3037 DAVID L NEWTON PO-BOX 922 _..._ .._._. ..__ .. .....___ . FALMOUTH, MA 02541 - Update Address and return card.Mark reason for change Address Renewal Lost Card DPS-CAI 0 50M-WO6.PC8490 -- . �ce�n„y„cuecoeald o�✓�lQeoac%unelld i.Board of Building•Reguladons and Standards Construction Supervisor License License: CS 46192 Bi r#iidafe::_g/i 9/1960 Ezptjo`n=g'(�1;972009 Tr# 3037 DAVID L NEWTON =?:• ��-�� PO BOX 922 - FALMOUTH,MA 02541 Commissioner Rx Date/Time SEP-22-2008(MON) 10: 27 P. 001 09-22-'08 08:33 ' FROM- T-702 POO1/OO1 F-263 : . . Town of Barnstable . . Regulatory-Services. • ' TAbmu F.Gepq,Directir T6�9. gull g kDh&loA ' TomPeri��.�aAdtag.Commi�efoa9r zooat; tP�v�Y•townbaraeteble,�a,u8 . offl6 : SQ8-862-4038 .. Fax; 50$-790=5230 . • Propeq.0y iermust. Complete amd Sign M •Section.. If.:M4.A.Bugder . Z. Owuer•of:>`lie�.ub}ect:pro�i�y. to.act on my bed in ail'rmuers.reutixe-to work.autio;4ed bTti i9•buR&g pemdit app]i ation.for, as of jo s> t Omer ate Prinz Name •';' Ilia �. Town of Barnstable _ Building !Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept - MASS. ,� lPosted'Until Final Inspection Has Been Made. :, yp, Where a Certificate of Occupancy is Required,such Building shall Not'be Occupied until a Final Inspection has been made. } Permit Permit No. B-18-3511 Applicant Name: Neal Holmgren Approvals Date Issued: 11/06/2018 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 05/06/2019 Foundation: Location: 428 WIANNO AVENUE,OSTERVILLE Map/Lot: 163-024 Zoning District: RF-1 Sheathing: Owner on Record: GREGORY,NATHANIEL A Contractor Name: NEAL F HOLMGREN Framing: 1 Address: P O BOX 237 Contractor License: CS-088921 2 OSTERVILLE, MA 02655 Est. Project Cost: $30,000.00 Chimney: Y Description: Installation of 30 Lg 320 watt solar modules to be flush mounted on Permit Fee: $203.00 existing rear roof plane.9.6kw 510sgft Insulation: - Fee Paid: $203.00 Project Review Req: Date: 11/6/2018 Final: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: 'This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical r Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Final: Building plans are to be available on site ® I~ All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT L SEA_ Commonwealth of Massachusetts Town of Barnstable 200 Main Street-(508)862-4038 BOARD OF FIRE PREVENTION REGULATIONS APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK Permit No: TE-18-15 Date Received: 1/3/2018 Job Location: 428 WIANNO AVENUE, OSTERVILLE Map Parcel 163-024 Contractor's Name: Brendan E Driscoll Phone: (617) 590-0015 Contractor's Address: 83 NEWBERN AVE State Lic. No: 17303 MEDFORD, MA 021556430 License Type: Master Electrician Class A Home Owner's Name: GREGORY, NATHANIEL A Home Owner's Address: P O BOX 237 Home Owner Phone: (339) 221-3753 Work Description: Renovations of existing bedrooms and bathrooms in single family dwelling Utility Authorization No. Details: No.of Recessed Luminaries: 0 No.of Cell.-Susp(Paddle)Fans 0 No.of Transformers 0 KVA 0.00 No.of Luminarie Outlets: 0 No.of Hot Tubs 0 Generators 0 KVA 0.00 No.of Luminaries: 0 Swimming Pool 0 No.of Emergency Lighting Battery 0 Units No.of Receptacle Outlets 0 No.of Oil Burners 0 Fire Alarms Zones 0 No.of Switches 0 No.of Gas Burners: 0 No.of Detection and Initiating Devices: 0 No.of Ranges: 0 No.of Air Conditioners: 0 Total Tons 0.00 No.of Alerting Devices 0 No.of Waste Disposers: 0 Heat Pump Number Tons KW No.of Self-Contained Detecting/ 0 Totals: 0 0.00 0.00 Alerting Devices No.of Dishwashers 0 Space/Area Heating KW 0.00 Type of Connection 0 No.of Dryers 0 Heating Appliances: 0 KW 0.00 Security Systems 0 No.of Water Heaters 0 No.of Signs 0 No.of Ballasts 0 Data Wiring: 0 No.of Hydromassage Bathtubs: 0 No.of Motors 0 Total HP 0.00 Telecommunications Wiring: 0 Others: a � +-F;. -ter•.�._• ,3......�.- _:.-� v- -": .,�.,..»_.. -.........,�... �� -g THIS S,47 OT A PERMITk� Andersen Windows and Patio Doors I New Construction Windows Replacement Windo... Page 1 of 1 G,L'Dam000ail; a Prim 400 Serles nit-Wash Doubl"ing Windows with Stormwatch®Protection • HIgh-Performanca^'Low-E4®glass stays v` cleaner and reduces water spottirgt . =.,-f. • Traditional style • Convenient tilt-In deanhV • Variety Of grilles and Insect screen options r•� • Frame and sash reinforcements add stability during hlgMwind pressure shifts I K� • Several Impact-resistant glass options help combat high wind and windbome debris i • Attractive Penna•ShleklOwderbrs resist the efTecty of saft water and aft • NEW Aide-away sash brackets can retract Into the frame during calm weather Base Price:$M What's in the price? Sbm- Y 1-5M W x 4'S-7f9'H Gin"Type Standard High- Hlgh-Performance^ Performance"'Low- Low-E4m Impact- E4"'tempered glass resistant glass with Design Pressure Provides all the benefits Upgrade of Impact resistant glass Used with Design Pressure -° along with the thermal upgrade;glass stays protection of High- cleaner,reduces water spotting up to Performance Low-E4 glass. 99%and cub energy bills up to 25% t- r High-Performance Sun-Low. E4-Impact-resistant glass Provides all the benefits of Impact resistant glass along with a soft gray lint and the thermal protection of HIgM Performance Low-E4 glass. High-Performance"' Low-E4ne tempered Impact-resistant glass Provides all the benefits of Impad resistant glass with the thermal protection of High-Performanooad for n� � High-Performance Sun"'Lo w E4ne tempered Impact-mistant glass Provides the benefits of Impact resistant glass with a soft gray lint and the thermal protection of High- Performance Low-E4 glass;tampered for additional safety. Mondhhic Impact- Mondithlc anted resistant glass Impact-resistant glass Resists Impact,forced entry, Resists Impact,forced entry, sun damage end unnwanted sun damage and unwanted noise.(Check for availability) noise with a soft tint for added solar protection.(Check for avallablify.) Please contact your Andersen supplier for more Information. tExteaor a 9bet oNy,when egivared by awppN A uWy of aeKiml homes oompofmp ter-E ro ordbmry dW-corm pleas showed a]s%tm+nme on coofh0 tdlla.raft on Maanp. Sm'4hpt mar wary 9�Ph(mb. Appmpiata aeledlm a1 Arnertan wirnwn,coon,eM eaetmrlaa witch eordwm b ee epplimbb ben,wdlruncee.ouafirhp coder ant>abdy requtemardt re the tde ntpenelbiay a/the ergdtecL bwrdinp owner eMbr corlUOdcr.Crw�wbn Four kcal AManen euppllar ant W WIn6 Code oenab for apaGk9e ultonnaeon. The product Infwmeton a ftde m this websile b W.ern Is nal warOad to be mmpleb.pre we to renfy wtn yaw arehted at mirattor trial The wlndave,paao dom ern a—skeet you tiled era A.M.tr Im yea pmioa Your kml And.—dealer ern tun do 0.avalk"oM aohmi pd.. andN4ual uPnpreer ant monitor wtTpt may pavan=ad product adm and M+dware pruth auplkelkn.Pteaw sen yaw AMarten dealer fro axed calar oM mdeh 6 pk.. b"://www.ander.enwindows.com/.ervletJSatellite/AW/AWProd.iictla.wPmdiietl)eta.ii/AW... ?./?.O/?.00R Andersen Windows and Patio Doors I New Construction Windows Replacement Windo... Page 1 of 1 a Print w - oilrs.o a i7/ 400 Series Tlft•Wash Double-Hung Windows with Stormwatch®Protection • High-PerformancenLow-E4®glass stays a cleaner and reduces water spottingt • Traditional style • Convenient tilt-In cleaning t,�;�..,..i....... . • Variety of grilles and Insect screen options <,. ., �, • Frame and sash reinforcements add stability during high-wind pressure shifts • Severed impact-resistant glass options help combat high wind and windbome debris �''p_;. ! • AttractivePerns-Shield®exteriorsreslstthe effects of sell water and air • NEW hide-away sash brackets can ratted Into the frame during calm weather Base Price:$830 What's In the price? Size: T 1-518'W x 4'8-7/8'H Glass Type dd Standard Hgh- Hlgh-PerformanceT Pe rformance^'Low, Low-E4"'Impact- Edl-tempered glass resistant glass with Design Pressure Provides all the benefitsUpgrade of Impact resistant glass Used with Design Pressure along with the thermal upgrade;glass stays protection of High- cleaner,reduces water spotting up to Performance Low-E4 glass. 99%and cuts energy bills up to 25% t High-Performance Sun''Low- E4TM Impact-resistant glass Provides all the benefits of Impact resistant glass along with a soft gray lint and the thermal protection of High. Performance Low-E4 glass. High-Performance" -tamperedreslst. glasss all the benefits ofesistant glass with mal protection ofrformance Low-E4 High-PerformanceSun"'Low- radditonalsafety. E4r'tempered lmpact-re letant glass Provides the benefits of Impact resistant glass with a soft gray tint and the thermal protection of High- Performance Low-E4 glass;tempered for additional safety. Monolithic Impact- Monolithic Tinted a resistant glass Impact-resbtant glass Resists Impact,forced entry, Resists Impact,forced entry, sun damage and unwanted sun damage and unwanted raise.(Check for availability) noise with a soft tint for added solar protection(Check for availability.) Please contact your Andersen supplier for more Information tpstador of glans ray.when ectrvmed by etmfghl A attdy of Idartlml hmnea oamp.*V kow-E to ordFary dual-m m glass dtoarod a 25%wwpa on waft Mils,10%on hdedrg. aovbgo may y Y googmpldrmgy. Ayproptete cetection of Arkeraen whdons,dorm•and eemmrlea witch tort rm to ae eppfwbte lawn,onfirm ee.wAdfg codes and mlety re piremeMs w No sob mapamdiriay of em m hfect,Mmdbp owner and/or oorrramor.Crre with your bill A mm suppfl.era hL&V coda omaah for specific iWm afar. 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Page 1 of 1 PAm ratio vas 400 Series Tilt-Wash Double-Hung Windows with Stormwratch®Protection • High-performance"'Low-E4®glass stays cleaner and reduces water spottingt • Traditional style • Convenient b t-In cleaning • Variety of grtiles and Insect screen options e ` ; • Frame end sash reinforcements add stability during Ngh Mnd pressure shifts j • Several lmpect-resistant glass options help combat high wind and windbome,debris • Attractive Perma-Shlekl®exteriors resist Ore effects of sell water and air • NEW hide-away sash brackets can retract I no the frame during calm weather Base Price:$830 What's In the price? Size: 3'1-5f8'W x 4'8-7/8'H Glass Type Standard High. High- Performance-Performance-Low- LowE47M Impact- E4nr tampered glass resistant glass . with Design Pressure Provides all the benefits Upgrade of Impact resistarnglass Used with Design Pressure along with the thermal upgrade;glass stays protection of High- cleaner,reduces water spotting up to Performance LowE4 glass. 09%and karts energy bins up to 25% t• High-Performance Sun-Low- E4n'Impact-resistant glass Provides all the benefits of Impact resistant glass along with a soft gray tint and the thermal protection of High- Performance Low-E4 glass. High Performance^' Low-E4na tempered Impact-resistant glass Provides all the benefits of Impact resistant glass with the thermal protection of gtsss; High-Performance io itlonalLsa e1y4 High-Performance Sunnt Low- E4r tampered Impact-resIstant glass Provides the benefits of Impact resistant glass with a soft gray tint and tha thermal protection of High- Performance Low-E4 glass;tampered for additional safety. Monolithic Impacts MonollthicTlnted resistant glass Impact-resistant glass Resists Impact forced entry. Resists Impact,forced entry, sun damage and unwanted sun damage and unwanted noise.(Check for availability) i noise with a soft tint for added solar protection.(Check for availability.) Please contact your Andersen supplier for more Information. tExbdor of glens ordy,Wren satiated by a fflght A atdy of Wodiml homas oompuvitg tma-E ro adiraty dual• -glaa h—.d a 75R savage on codhg oiVa,t07e m Maranp. sttvtgs may w 1 gpagmphirnay. Apprapeb aalaWd-d Am—AM—,doors.ad--I- h oardm to ae appilcaela pWs,odb+amaa,bt WhV codes and salety requk—gsro the We mapordbiray arthe erddlect,WWkV owner andyor—actor.Crad Wah yda local Amar stppliv umd buWrg wde elfWft via apecAk Wortnaaon. Tile product inbrmatlon evaileble on lh6 webeae u rot,am b rot Warded m fb mmpten.Be—m wnly wbn yov ardtlted a cparacbr Isar ea wbdawe.patio doom end ax-4- you elect a,a salabb W your project.Your bcal Alderson dealer nil dmt confirm awbbady and wwJ p om hmtAdua oompuao ant m-I"adtips may;.-,t aced pbdtaa scrim ant hardwam avah cl plkalon.Rena cram I And—I dealer far aaacr color ant wadi aamplea httD://www.andersenwindows.com/servlet/Satellite/AW/AWProduct/awProductDetail/AW... 2/20/2008 t Client#:3248 �3 (✓ 2NEWTONCH ACORDT,; CERTIFICATE OF LIABILITY INSURANCE 0110612 1""' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 973 lyannough Rd., PO Box 1990 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hyannis, MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A. Acadia Insurance C.H.Newton Builders,Inc.98 North Washington Street,Suite 202 INSURER B: Boston,MA 02114 INSURER C: INSURER D: 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. LTR NSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPATION D M /D AT M /DIRD LIMITS A GENERAL LIABILITY BINDER317744 01/01111 01/01/12 EACH OCCURRENCE $1000000 nCOM MERCIAL GENERAL LIABILITY DAMAGE TO RENTEDence, S25O OOO CLAIMS MADE a rs OCCUR MED EXP(Any one peon) $5 000 PERSONAL&ADV INJURY $1 00O 000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2 0-0-0 OOO POLICY RC- LOC A AUTOMOBILE LIABILITY BINDER317745 01/01/11 01/01/12 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-OWNEDAUTOS (Per accident) I X Drive Other Car PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESSIUM13RELLALIABILITY BINDER317746 01/01/11 01/01/12 EACH OCCURRENCE $10 000 000 X1 OCCUR CLAIMS MADE AGGREGATE $1 O 00O 000 I $ DEDUCTIBLE $ X RETENTION $O $ A WORKERS COMPENSATION AND BINDER317747 01/01/11 01/01/12 X we sLIMIT oEH EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $SOO OOO ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? NO E.L.DISEASE-EA EMPLOYEE $500,000 If es.describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Insurance coverage is limited to the terms,conditions,exclusions,other ' limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Falmouth DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL _1n DAYS WRITTEN 59 Town Hall Square NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL PO Box 922 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Falmouth, MA 02540 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #S76203/M76202 LS1 © ACORD CORPORATION 1988 f 08/03/2011 13:14 5087710663 SCHLEGEL—INSURANCE PAGE 01/01 CERTIFICATE OF LIABILITY INSURANCE °"mewom-y"" 103/16/2011 THIS CERTIFICATE,IS ISSUEO AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATML.Y AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the comffcate holder Is an ADDITIO INSURED. the POlicy(►es) mutt be endorsed. If SUBROGATION IS WAIVED, sutqecr t0 the terms and condition of the policy, certain polices mny roqutro an andoMemo tt. A statement On this certificate does net confer rights to the eorllficsts holder In Neu of such ondwasmanl(a). oROMCLnI May Schlegel li Schlegel Insurance Brokers Inc PHONPHON _ E 34 MUN STREET --- ----- 'Nd AtlOaEea: ' tYaTOMER ID R West Yarmouth, H& 02673 Iwuaoatil Arroaurlo covEluoE NAIL. D URED Tommy Steele Dba Johnny Banks Construction O"URCAATRAVELERS 85 Curl Lands wBUKR B: a1SUMEa C: rreuMEM D: East Falmouth, MA 02536 INSURER 11 a/eIIRER r I . COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEO TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WMICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 19 SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR 7YFEDFNaIIRANtO uraR yry0 PONCtNUJY�Ea Tommy M lm LIM" oENERAI LIAaIITY EACH OCCUR s COMMERCY-LOENMALLIAMILIIY PR3II�ES(Eaaccune:Ida i -- - - CtAtYe woE OCCUR MED E(P(My ena p" 1 PERNMAL A Aar KL MY a OENEPAI AGOR&ON E 1 OEM AOOREa11TE UI&T APPLIES FM PROM=rs.couProP ADO f XIS} LOC 1 AUTOMOSILE LaeLRY COMBer�BiNdF U111T 1 ANY AUTO (Fe QUNMQ All OWNEDALNW 80DILYIOAMY(Perp01f" 1 OCHEDULED A(/TOa BODILY WURY(Per swer D i HM Awro8 FRQIMWYDAMAGE 1 NON OWNfO AUTOC 1 i tRrBaaW L/Ae OCCUR EADII OCC(A(RENCB i . "emu"LIAR CLAAtR•MADS AGGREGATE 1 DEDUCTIM s ArrENTION i A W RRMCOWENBATION *2-0378687-2010 03/12/11 03/12/12 $ i STATU AND rAApIOTERtr UABIT/ Y/N TORy I,NITg ER MY PROPRIETOWPARENMtOMCVrr4E OPPICEPMEIiBN 8)(CLIIDEM ❑ N/A EL EACH ACCIDENT i 500,000 Ify.tidesubewWw E.LOBEASE•EAEMPLOVEE 1 500,000 OFA%Mp 1o1/OFOPERATtW Now E)-DISEASE•POLICY UMFT a 500,000 DEBCW PEON OP OPERAT:DM I UICATIM/VtWMEa 1AIMU!ACORD NII.Add(eend it It SchdMM,email q"=a"V 'Q TCNO STBELE HAS ELECTED COVERhOl ON HIS WORRP,'S COi�FNBATION CERTIFICATE HOLDER CANCELLATION CH nVTON BUILDERS 98 VORTH WASR21TOTON STREET SHOULD ANY OF THE ABOVE OESCRINF.0 POLICIES SE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NCTCE WILL BE OELrnREA IN SUITE 202 ACCORDANCE WITH THE POLICY PROVISIONS. BOSTON, HA 02144 AUTIIDRtiEDMEPR Arne EM A 61 -723-2190 01988.2009 ACORD CORPORATION. All rights reserved. ACORD 29(2009/09) The ACORD name and logo are registers a Of ACORD C J---.- - •- ----- oATE I�rodwYvl 9 21/11 '-loon'® TE OF LIABILITY INSURANCE CERpFICATE OLDER, ACORN CRRTIFICA sstnNG IpiSURERIsI, AU{VIORIZED OR ALTER THE COVEE AFFORDED BY THE ISSUED AS A MATTER OF INFORMAt10N ONLY 1WD CONFERS NO RIGHTS THIS CERTIFICATE IS LY OR NEGATIVELY AMEND• EXA N TRACT BETWEEN THE 1 NOT AFFIIaIAATiVE NOT CONSTITUTE CERTIFICATE ODESIf SUBROGA-no"IS�YA1VE0, ject to to the 6ELOW. THIS CERTIFICATE OF INSURANCEERTIFlCATE HOLDER. olio i sal nwst be endorsed• REPRESENTATIVE OR PRODUCER,A►d DITIONAL INSURED,me P tement on this certificate does not confer righ IMPORTAfYT: IE the certificate holder is an AD Ilcies trey require an endorsement A aIJ1 the terms and conditions of the policy,ceRain Po cAn ace (7611 585-5265 certificate in lieu of such erdoreem enl( v E 7811585-6050 PRRooUCER •1e arusselltudor�ns.Com --- Russell Tudor Insurance Agency A�'o'��ss: 5656------_ NAIc y . . 5 Main gtzeet cu9> R1Qx:— 02369 INSURE4s-I oFFOROINIi covEPaGE Kingston, -- .. � IrLvuaERA:National Grange--------_ �_ --- sura_nce_==== ITBUREo IPLSURER e:Hatt£-era Zn -- INgI1RERC:--.-- Brian Walsh -- ----------- — ---- Ilsua� - 95 Hounds MA Lane _----- IN3uRER E:-------•— DuxburY• INSURER f REVISION NUMBER: 00 CERTIFICATE NUMBER: BOVEFTO WHICH THIS HAVE BEEN ISSUED TO THE INSURED N M NT WITH RESPEC LtICY PERT COVERAGES CONTRA OR OTHER DOCU THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW P IGES pEgOyIBED HEREIN IS SUBJECT TO ALL THE TERM ' NOTWITHSTANOWG ANY REQUIREMENT,TERM OR COND fto�ED 8YJ 1i�E BY PAID CLAIM• IND►CATEo• MAY HAVE BEEN REDUCED "' LIMTS THE INSURANCE CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. v'auCl►EFi 3 10 000,000 EXCLUSIONS AND CONdT10NS OF SUCH 11jAo�CI LIMITS SHOWN EACH OCCURRENCE-- s l�.---- PC LTR TrPEOFINSURANCE p GE ► O >� I S 500�000 — 8/12/11 9/12/12 pBEMLSLS%LV•. f000- GENOtALLu►eluTY mpJ557 6W MEO E�(ARydne parsm) —— I INAIRY S 1•000 Q��— A COMMERCIAL GENERAIIIABILITY PERgOW1LSADV -- $ 24000,00— CLAIMS#AADE �J OCCUR — GENERAL AGGREGATE— ✓ ----- PRoOuCrs•CO AGG s�2_000.000 —I—— Co►ae►NED SINGLE LIMIT S oEN'LAGGREGATEP aTAVPLIESPER �aecclaeAl ------- LOC s POLICY BODILY INJURY(Per AUTOMOBILIE LIABILITY '— — 1 B001LY IWURY(Per ouJderll) 6 —---— ANY AUTO ------ AUTOS PROPERTYOAMAGE g ALLOWPED (Peraccided) _ SCMEOULEO AUTOS S ��M►REOAUTos = NONOWNEDAUTOS S ----•— EACH OCCURRENCE — UMBREl1AUAa OCCUR AGGREGATE fsCESSUAB CLAIMS•MA�E -----' — S DEDUCTIBLE WC STATU• OTH• RETENTION s 6/23/11 6/23/12 RYLNM sE B 'IryORKEM COMPEN3AT►ON EACH HT 08 WEC LH3125 4 1.000,000- Mo EMPLOYEas LZIU' Tr YIN E.l_ ACQOE — ANY MOPR1EIDRIPAR'TNERIEXECUTNE NIA E.I.DISEASE•EAEMPLOrE S 1,000,000 OFFKZpmEMII<R EXCLUDED? (Mandall"NMI E.L.OISEASE•POLICYLIMIT S 1 000 �Q0 ory Ilvo:,describe unapt DESCRIPTION OF OPERATIONS 091ow OESeRIPTION Of OPERATIONS T LOCATIONS TVEWCLES (ARech ACORD ICI,Addltlonal ReRerka saheduM,11 more%Pecs lercq%i-d) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN C H newton Builders ACCOROANCEWITH THE POLICY PROVISIONS. AIITMORIZEO REPRESENTATIVE Russell Tudor Insuranoe A enc ®1988.2009 ACORO CORPORAT 1 r1rweseryt ACORO 25(2009109) The ACORD name and logo are registem d marks of ACORD ak�® CERTIFICATE OF LIABILITY INSURANCE D /DD/YYYY) 1/19/19/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAME: The Getchell Companies Insurance Services, PHONE (978)897-7773 FAC Nok(978)897-1553 183 Great Road, Unit 15 -MAIL ADDRESS: PO BOX 844 PRODUCER Stow MA 01775 INSURE S AFFORDING COVERAGE NAIC0 INSURED INSURER A Acadia Insurance T�`1 Francisco Tavares, Inc. INSURER B: V INSURER C P.O. BOX 398 INSIAtERD: 69 Old Meetinghouse Rd INSURERS: East Falmouth MA 02536 INSURERF. COVERAGES CERTIFICATE NUMBER2010-2011 Certificate REVISION NUMBER: THIS IS TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DDL BR POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDD MM/DD LIMITS GENERALLIABILITY CPA 520273113-12 5/01/2010 5/01/2011 EACH OCCURRENCE $ 1,000,000 X COMMERCIALGENERALLIABILITY D R D $ 250,000 A CLAIMS-MADE FX OCCUR MEDEXP(Any oneperson) $ 5,000 -PREMISES(Ea o= enoa) PERSONAL BADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $ 2,000,000 POLICY PECTRO LOC 1 1 $ AUTOMOBILE LIABILITY KLA 520273114-12 .05/01/2010 5/01/2011 COMBINED SINGLE LIMIT •$ 1,000-.000 ANY AUTO (Ea accident) A ALL OWNED AUTOS BODILY INJURY(Per person) $ X SCHEDULEDAl1TOS BODILY INJURY(Per accident) $ X PROPERTY DAMAGE Include HIRED AUTOS (Per accident) $ X NON-OWNED AUTOS $ A rUMBRELLA UAB X OCCUR 520273117-12 .5/01/2010 5/01/2011 EACH OCCURRENCE $ 5,000,000 EXCESS LIAR CLAIMS-MADE AGGREGATE $ 5,000,000 DEDUCTIBLE $ X RETENTION $ 10,000 $ A WORKERS COMPENSATION 0310189-12 .2/02/2010 2/02/2011 1 WCSTATU• %, AND EMPLOYERS'LIABILITY Y I NTI LIMANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 11000,000 OFFICERIMEMHEREXCLUDED? ❑ NIA (Mandatory In andNH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 H yes IPTION OF O E.L.DISEASE•POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Atech ACORD 101,Additlonal Remarks Schedule,if more space Is required) C. H. Newton Builders is named as an additional insured per form # AICG 65 CERTIFICATE HOLDER CANCELLATION (508)548-5330 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN C. H. Newton Builders ACCORDANCE WITH THE POLICY PROVISIONS. I 98 No. Washington Street Suite 202 AUTHORIZED REPRESENTATIVE Boston, MA 02114 Christina Dennehy/CRD C 4-1-1 In, bp_� 11-41 ACORD 25(2009/09) ©1988-2009 ACORD CORPORATION. All rights reserved. INS025(200909) The ACORD name and logo are registered marks of ACORD Client#:16804 2MARSHALLRA ACORD.. CERTIFICATE OF LIABILITY INSURANCE DATE(MMMD/YYYY) 09/22/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil PHONE 508 775-1620 5087781218 A/C No Ext: (A/C,No Insurance Agency E-MAIL 9731yannough Rd., PO Box 1990 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC 8 Hyannis,MA 02601 INSURER A:Travelers Insurance Company INSURED INSURER B:Associated Employers Insurance R.A.Marshall,Inc.PO Box 532 NsuRERc: West Falmouth,MA 02574 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE NSR WVO POLICY NUMBER ADDLSUBR MWDDDNYYF POLICY LIMITS A GENERAL LIABILITY 16804035M716COF11 7/27/2011 07/27/2012 pEAACCHq�OECTCURgqRENCE $1000000 ENTEX COMMERCIAL GENERAL LIABILITY PREMISES occ rrence s300 OOO CLAIMS-MADE a OCCUR MED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $1 000 000 GENERALAGGREGATE s2,000,000 GEN'LA GGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY PRO-JECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per ecoident $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION WCC5003285012011 8/15/2011 08/15/201 X WC STATU- OTH- AND EMPLOYERS'LIABILITYTOF1Y LIMIT ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT s500 OOO OFFICER/MEMBEREXCLUDED? � N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $500 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$500 OOO DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,it more space Is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained In the certificate of Insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions.C.H.Newton Builders,Inc.is named as additional Insured with regard to General Liability. CERTIFICATE HOLDER CANCELLATION C.H.Newton Builders,Inc. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 98 North Washington Street, ACCORDANCE WITH THE POLICY PROVISIONS. Suite 202 Boston,MA 02114 AUTHORIZED REPRESENTATIVE •'/ C. CEO-..,, ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S86102/M86101 LS1 nn -UULCI Il1aC 19117'I-l—LUI I %1 nlI U7- UU I 7 I U IIN IJIU r. UUI 05-13-'11 09:11 FROM-Richards Insurance 1-978-774-1318 T-493 P0001/0001 F-558 Vr III. '4 R'a" CERTIFICATE OF LIABILITY INSURANCE 7105113111 yYy) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE MOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorseme s. PRODUCER 978-774-4338 NaeeE CT Phil Richard&Assoc Ins.,Inc 27 Garden Street Unit 113 978-774-1318 PAD"; EYt: Na: Danvers,MA 01923 ADDRESS Philip W.Richard PROD D NORTH-2 INSURE S AFFORDING COVERAGE NAIC D INSURED North Shore Forms INSURER A:Arbella Protection Scott Lentine D/B/A INSURER 8 Po Box 267 Ipswich,MA 01938 INSURER C t INSURER D INSURER E INSURER F t COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IL TYPE OF INSURANCE 1 POLICY NUMBER MM EFF MMID Ub@TB GENERAL LUU3ILTTY i I EACH OCCURRENCE S 11000,0001 A X COMMERCIAL GENERAL LIABILITY 8600027166 1 04128/11 04/28/12 pal Ilrlee s 100,00 CLAIMS-MADE OCCUR MED E)IP(Arty am pomml S 5,00 8500027156 U28110 04128111 PERSONAL&ADV PUURY s 1,000,00 GENERALAGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS.COMP/oP AGG S 2,000,00 X POLICY ELPM LOC E AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S AJX ANY AUTO 89596400003 04/17111 04 SCHEDULED /17/12 (Ea�+U ALL OWNED AUTOS 89596400003 04/17/10 04//7/11 BODILY INJURY(Per person) S 100100 BODILY INJURY(Per aacldem) S 300.0 X HIREDAUTOS PROPERTY DAMAGE S 100 0 (Per accid&V) I X NON-0WNEDAUTOS I S UMBRELLA LUU3 OCCUR EACH OCCURRENCE S EXCESS LIAe CLAIMS-MADE i AGGREGATE S DEDUCTIBLE S RETENTION S S WORKERS COMPENSATION X WC STATU• OTW AND EMPLOYERS'LIABILITYWITS A oOFFICERRaaEMBF�R EXCLUDED? YIN N�A 9095571010 10115110 10/15/11 F.L.EACH AccroExT E 500.0 (MandMSry in NN) 9095571010 10/1S109 10/15/10 E.L.DISEASE-EA EMPLO S 500.0 C yyee;deselibe wldar OES OPTION OF OPERATI0NS bylaw E.L.DISEASE•POLICY LIMIT 6 500.0 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attac"ACORD 101.Addlife Remarks Schedule,Y mare Space is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL SE DELIVERED IN CH Newton Builders ACCORDANCE WITH THE POLICY PROVISIONS. FAX 508-548-5330 549 W.Falmouth Highway AUTHORIZED REPRESENTATIVE W.Falmouth,MA 02574 Cam.2 .7 0 1988 2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE [1/7/2011 DATE(h7NUDDlYYYY) THIS'CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE'DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED' REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:. If the Certificate"holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subjectto the,terrns and_conditions of the policy,certain policies may require an endorsement A statement on this.certificate does 66t,confer rights to the ' certificate holder iri'lieu of such.endorsement(s).:.._ ...'. ... PRODUCER_ ._ .NAME-• `Ann Pell CIC Rogers `dray=Ins. So r Dennis. PHONE 434! Route 134 0 98_2�17 IAIC,No1:5�f 3 P. O: Box 1601 ADDRESS: Dellan@rogersgra.y com South Dennis MA 02660-1601 PR DUCER CUSTOMER ID.:ROBIREF INSURERS AFFORDING COVERAGE NAIC 0 INSURED INSURER A:Selective Insurance Co:. of S.C. RObie`e Refrigeration, Inc.279 Yarmouth Road INSuRERB:Atlantic Charter Insurance �7� Hyannis MA 02601 Y' Z- INSuRERC: INSURER D: INSURER E; INSURER F: COVERAGES CERTIFICATE NUMBER:2046'3181 8' . REVISION NUMBER: THIS-IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVETOR;THE.POLICY PERIOD INDICATED. NOTWITHSTANDING'ANY.REQUIREMENT,TERM OR CONDITION';OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED`OR.MAY.PERTAIN,THE INSURANCE AFFORDED BY-THE POLICIES DESCRIBED.HEREIN'IS SUBJECT TO ALL THE'TERMS,EXCLUSIONS AND'CONDITIONS.OF SUCH POLICIES:LIMITS SHOWN"MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFF POLICY EXP LTR' TYPE OF INSURANCE POLICY NUMBER MOLICY EFF POLICY EXP LIMITS A GENERAL LIABILITY S1.800333 12/32/2010 12/32/2011 EACH OCCURRENCE 5]„000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE'oRENTED PREMISES Me occurrence $100,000 CLAIMS-MADE a OCCUR _, MED EXP An one person) 530,000 PERSONAL BAOVINJURY 51,,0001000 GENERALAGGREGATE $3,000',000 ( GENL AGGREGATE LIMIT APPLIES PER: .. . .._ PROD.UCT.S-COMP/0P AGG 153;000,o00 X POLICY PRO- LOG S A AUTOMOBILE LIABILITY - - A9041920 1*2/31/2010 i'2/39/2011 'COMBINED SINGLE LIMIT S110001000 ANY AUTO .(Ea acddent). BOC'LY.INJURY(Pei person)'. S ' y ALL OWNED AUTOS BODILY INJURY(Perrecddent).S X SCHEDULED AUTOS PROPERTY DAMAGE X' HIREDAIROS (PeracdCent) 5 X NON-OWNED AUTOS S S A X UMBRELLA LIAB .00CUR S1¢a0333 12 31/'010 12/31/2011 / EACH OCCURRENCE 52,000,,000 EXCESS LIAR CLAIMS-MADE AGGREGATE 52,000,000 DEDUCTIBLE S X RETENTION SO 5 B 'WORKERS COMPEPSATION I 11C100077902 1?/21/2n].0 112/21/2011 .X IV y6TATU• LOTH• AND EMPLOYERS'UABILITY YIN' RYLIM!TS. _ •__•_,_•.•__.•_ ANY PROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT S OFFICERIMEMBER EXCLUDED? E N I A (Mandatory In NH) E.L.-DISEASE-FA EMPLOYEE S If yes.destribe under DESCRIPTION OF OPERATIONS below E.L.DISEASE•POLICY LIMIT S. DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,AddItIonal Remarks Schedule,If more space Is required) ;he certificate holder Listed below is an additional insured for ongoing opetati_bns when required in writing in a contract, agreement or permit for bbdily'injury and property damage on the general liability coverage described above. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. CH NEWTON BUILDER'S 919 MAIN STREET OSTERVILLE MA 02655 AUTHORIZED REPRESENTATIVE ! ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD REScheck Software Version 4.4.1 Compliance Certificate Project Title: Addition for Patricia and Nathaniel Gregory Energy Code: 2009 IECC Location: Osterville,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Building Orientation: Bldg.faces 270 deg.from North Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 428 Wianno Avenue Gregory Jones Osterville,MA Wise Surma Jones Architects 24 Centre Street New Bedford,MA 0270 508-951-3753 gjones.wsja@verizon.net Compliance:5.7%Better Than Code Mabmum UA:122 Your UA:115 The%Better or worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an es5mata of energy use or cost relative to a minimum- d home. AssemblyGross Cavity Cont. Glazing UA or or Door. Ceiling 1:Flat Ceiling or Scissor Truss 361 39.0 0.0 11 Wall 1:Wood Frame,16"D.C. 194 27.0 0.0 10 Orientation:Front Wall 2:Wood Frame,16"D.C. 288 27.0 0.0 8 Orientation:Right Side Window 1:Wood Frame:Double Pane with Low-E 126 0.340 43 SHGC:0.00 Orientation:Unspecified Wall 3:Wood Frame,16"o.c. 145 27.0 0.0 6 Orientation:Left Side Window 2:Wood Frame:Double Pane with Low-E 19 0.340 6 SHGC:0.00 Orientation:Unspecified Wall 4:Wood Frame,16"o.c. 145 27.0 0.0 3 Orientation:Back Window 3:Wood Frame:Double Pane with Low-E 83 0.340 28 SHGC:0.00 Orientation:Unspecified 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 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date r Project Title:Additl nd Nathaniel Gregory Report date:09/19/11 Data filename:\\Server\server\Old Hard Drive Files\SERVER DATA\GJCAD Jobs\Lily\Permit Set\Energy Calculations\Gregory.rck Page 1 of 1 -- 2009 I ECC Energy Efficiency Certificate Insulation Rating R-Value Ceiling/Roof 39.00 Wall 27.00 Floor/Foundation 0.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.34 Door CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments: I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance Engineering & ASAPDesign Co., Inc. . Gregory Residence Project No.2011-266 428 Wianno Avenue September 19,2011 Osterville,MA 02655 (Addition) Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...................................................................................................................110 mph Q WindExposure Category...............................................................................................................................0 Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)....... 1 stories 5 2 stories Q RoofPitch ..........................................................................(Fig 2)..........................................9.25:12 512:12 Q MeanRoof Height ..............................................................(Fig 2).................................................. 14 ft 5 33' Q BuildingWidth,W...............................................................(Fig 3).................................................. 19 ft 5 80' Q BuildingLength,L ..............................................................(Fig 3).................................................. 23 ft 5 80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4).......:........................................... 1.21 5 3:1 Q Nominal Height of Tallest Opening2 ...................................(Fig 4)....................................................6'8"s 6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................. Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Q 2.2 ANCHORAGE TO FOUNDATION's 5/8"Anchor Botts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general..........................................(Table 4).......................................................36 in. Q Bolt Spacing from endfloint of plate ............................(Fig 5)...........................................12 in.5 6"—12" Q Bolt Embedment—concrete.........................................(Fig 5).....................................................7 in.t 7" Q Plate Washer...............................................................(Fig 5).........................3"x 3"x'/<" 2 3"x 3"x'/." Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6).........................................................ft 512' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Q Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)............................................1ft Allowed:5 d Q Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)............................................1ft Allowed 5 d Q Floor Bracing.at Endwalls...................................................(Fig 9).................................(First 2 Bays 4ft O.C.) Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)...................T&G WSP Q Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55)...........................Y4"In. Q Floor Sheathing Fastening.................................................(Table 2).............8d nails at 6 in edge/12 in field 0 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance AS4PDesign Engineering & Co., Inc. 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................9 ft 510' Q Non-Loadbearing walls................................................(Fig 10 and Table 5)...............................9 ft 5 20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................16 in.5 24'o.c. Q Wall Story Offsets ........................................................(Figs 7&8).....................................1ft or less s d Q 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls........................................................(Table 5)...........................................2x6-9 ft 4 in. Q Non-Loadbearing walls................................................(Table 5).........................................2x6—9 It 4 in. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length................................................(Fig 11).................................Full Attic Floor aW/3 Q Gypsum Ceiling Length(if WSP not used)...........................(Fig 11).................................Full Ceiling ft 2 0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11).............................................................. Q or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................6 ft Q Splice Connection(no.of 16d common nails)..............(Table 6)............................................................12 Q Loadbearing Wall Connections Lateral no.of 16d common nails (Tables 7 3 Per Stud Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)...............................................3 Per Stud Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)....................................... 12 ft 0 in.511' Q Sill Plate Spans ........................................................(Table 9)......................................... 3 ft 0 in.511' Q Full Height Studs (no.of studs)........:..........................(Table 9)..............................................................4 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans............................................................. Table 9 8 ft 0 in.512' Q Sill Plate Spans...........................................................(Table 9)..........................................4 ft 0 in.512" Q Full Height Studs(no.of studs)....................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 ..........................................................................6V 5 6'8" Q SheathingType..............................................(note 4)...............................................CDX/WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................4 in. Q Field Nail Spacing..........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10).............................................3 Per Foot Q Percent Full-Height Sheathing...East...(Table 10).................(31%Required)(37%Available) Q Percent Full-Height Sheathing...West....(Table 10).............(31%Required)(100%Available) Q i AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance AWDesign Engineering & Co., Inc. Maximum Building Dimension,L Nominal Height of Tallest Opening2..................................................................6'8" 5 6'8' Q Sheathing Type..............................................(note 4)...............................................CDX/WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)..............................4 in. Q Field Nail Spacing..........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11).............................................3 Per Foot Q Percent Full-Height Sheathing.....South.......(Table 11)...........(21%Required)(69%Available) Q Percent Full-Height Sheathing.....North......(Table 11)..........(21%Required)(67%Available) Q Wall Cladding Ratedfor Wind Speed?...............................................................................................................110 MPH Q 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ...................................................(Figure 19)......1ft or Less s smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=336 plf Q Lateral.............................................(Table 12)...............................................L=220 plf Q Shear...............................................(Table 12)................................................S=96 plf Q Ridge Strap Connections,If collar ties not used per page 21...(Table 13)..................................T=202 plf Q Gable Rake Outlooker.........................................(Figure 20)......1 ft or Lesss smaller of 2'or U2 Q Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14).............................................U=521 lb. Q Lateral(no.of 16d common nails)...(Table 14)........................................L=220 lb. Q Roof Sheathing Type......................(per 780 CMR Chapters 58 and 59).......................CDX/WSP Q Roof Sheathing Thickness..........................................................................................5/8 in.a 7/16"WSP Q Roof Sheathing Fastening...........................................(Table 2)..............................8d(6'Edge 6"Field) Q AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance AWDesign Engineering & Co., Inc. The compliance checklist Is typically used for the prescriptive design method for high wind construction for structures located with in exposure B.When a structure is located in exposure zone C,the checklist is used as reference guide to help determine the areas of a structure that need further structural evaluation.The forces that have been provided on this checklist have been calculated for this particular structure located within exposure zone C. Notes: 1. This checklist shall be met in its entirety.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. Comer 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-grade. 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: 1. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. ill. 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 WHEN THIS EDGE RESTS ON FRAMM CW8d MALE AT61b m 11 11 1 1 / 1 WQ 1 1 II 11 1 1 1 it AL 1 11 1 1 ®a EI II FRAMI MEMBERS { ' 11 11 1 EDGE srrFRM t " ' j 1 Q u Ir 0 11 11 z 1 u 11 ' 1 11 I I 1 {.i STAGGERED 11 ' '---- ' H+ULPATTFAN 2 PANEL 11 'JF.+ PANEL EDGE DOUBLE MAIL EDGE SPACM.DETAL DOUBLE EDGE NA SPACNG } Detail Vertical and Horizontal Nailing See Detail on Next Page for Panel Attachment Vertical and Horizontal Nailing for Panel Attachment I ASAPDEnglneefing & NAILING SCHEDULE esign Co., Inc. UNLESS OTHERWISE STATED,SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES.BOX Suite lA • East Grove Street - Route 28 AND PNEUMATIC NAILS OF EQUIVALENT DIAMETER AND EQUAL OR GREATER LENGTH Middleborough, MA 02346 TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE NOTED. JOINT DESCRIPTION NUMBER OF NUMBER OF 11 NAIL SPACING COMMON NAILS BOX NAILS ROOF FRAMING BLOCKING TO RAFTER(TOE-NAILED) (2)8d (2)10d EACH END F 1[-- RIM BOARD TO RAFTER(ENDMLED) (2)16d (3)16d EACH ENO WALL FRAMING TOP PLATES AT INTERSECTIONS(FACE-NAILED) (4)16d (5)16d AT JOINTS STUD TO STUD(FACE-NAILED) (2)16d (2)16d 24"o/c HEADER TO HEADER(FACE-NAILED) 16d 16d 16'o/c ALONG EDGES FLOOR FRAMING JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) (4)8d (4)10d PER JOIST BLOCKING TO JOIST(TOE-NAILED) (2)8d (2)10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) (3)16d (4)16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) (3)16d (4)16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE-NAILED) (3)8d (3)10d PER JOIST BAND JOIST TO JOIST(END-NAILED) (3)16d (4)16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) (2)16d (3)16d PER FOOT ROOF SHEATHING (WOOD STRUCTURAL PANELS) RAFTERS OR TRUSSES SPACED UP TO 16'olc 8d 10d 6'EDGE 16"FIELD RAFTERS OR TRUSSES SPACED OVER 16"o/c 8d 10d 4'EDGE l4'FIELD GABLE ENDWALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6'FIELD WITHOUT GABLE OVERHANG GABLE ENDWALL RAKE OR RAKE TRUSS WITH 8d 10d 6'EDGE/6"FIELD STRUCTRUAL OUTLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS 8d 10d 4'EDGE/4'FIELD CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS — 7'EDGE/10"FIELD WALL SHEATHING WOOD STUCTURAL PANELS -STUDS SPACED UP TO 24'o/c 8d 10d 6'EDGE/12"FIELD Y"AND W FIBERBOARD PANELS 8d' — 3"EDGE/6"FIELD Y"GYPSUM WALLBOARD 5d COOLERS — 7'EDGE/10"FIELD FLOOR SHEATHING (WOOD STRUCTURAL PANELS) 1"OR LESS 8d 10d 6'EDGE/12'FIELD GREATER THAN 1" 10d 16d 6"EDGE/6'FIELD 'CORROSION REISISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL REQUIREMENTS. � �� ` '�-� a �c� 1 ��. �-� �� -�, �S � �a Iz.� --- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map lie � Parcel '� Permit# 4 1 5A Health Division Date Issued Conservation Division I Fee Tax Collector s� d�3a/1, Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 'Y / //�✓ /f��//�� `//�� Village S�-�n v/�[ /Yl /�— o 2Z �S Owner ffr � cJ�� "- Address Telephone Permit Request gee J �� ,o C� Square feet: 1 st floor:exi ing, proposed 2nd floor: existing proposed Total new �Esttimated Project Cok 2 'LVWZon pg District Flood Plain •Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family U-11, Two Family ❑ Multi-Family(#units) Age of Existing Structure, � � Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: I�Full ❑Crawl ❑Walkout ❑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 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: UGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes 240 Fireplaces: Existing New Existing wood/coal stove: ❑Yes 5<00 Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name �u '` - Telephone Number 5 Address ar License# - < Home Improvement Contractor# NOVO Worker's Compensation# _Te2DS31I7V ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO A/X2 SIGNATU : DATE, �`�� a FOR OFFICIAL USE ONLY s 4RMIT NO. DATE ISSUED „ MAP/PARCEL NO. L . P ADDRESS VILLAGE OWNER a DATE OF INSPECTION: ;r FOUNDATION FRAME INSULATION a FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL:- FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Town of Barnstable Department of Health Safety and Environmental Services �0r� ► Building Division 367 Main Street,Hyannis'MA 02601 Office: 508-862=4038 Ralph Crossen Fax: 508-790-6230 Building'Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered,contractors,with certain exceptions,along with other requirements. T e of Work: 4 6l, e : Estimated Cos��-1.0 dd-�Cz Address of Work: Lw7 C.ymaj o �e Owner's Name Oy[ Date of Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job Under$1,000 Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENA S OF PERJURY I hereby apply for a permit as the agent of the o e Date ontractor Name Registration No. OR Date Owner's Name,-., q:forms:Affidav _ The Commonwealul of Massachusetts z j L Department of Industrial Accidents „.. j_ %F-t �11 Iiy.--•_��, 01�rce atlayestigations � Q � 600 Washington Street Boston,Mass. 01111 _tt o, iriiri`�iai,..ar�ir�ia•,,.,....aiiiiiiiiii i / /// Workerfidavit s' ! satioq ance%/��%��%/��////��///%��%%��//////////%.:::, T1C�t:t•rrrfaruo '/��/////�///,//%%//'//O////.../// ' ' •••�••• �� • „�� , name: location: city phone 0 ❑ I am a homeowner performing all work myself. ❑ °I am a sole promrietor and have no one working in aav capacity am an employer providing workers' compensation for my employees working on this job. comnnnv name• addreys 0\ .fO Y 70 • cit hone y Q �� ,per - LT' insurance Co. lJel nniicv ❑--I-am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the follo«ing%vokers' compensation polices: .. ....... comnnnv name: addreis- city phone#- ........:.. msornnce cn. UnIfiry /.U:..:isi/U///////////iii/;a/U///%/%/////u%/////,a'%U/////U/iiiU////U////U/iU////////////////////U//,�'�///U////////////////UUU//// UU/,�l✓U/ /I�UUU////////U///U.IG%///U %i///i comnnnv name- address- ciri nhone :•... :...:.;::: ... . go CV Insurance CO. ////// FaIlurr to secure coverage as required under Section 15A of MGL 152 can lead to the imposition of erbninai penalties o[a tine up to S1,S00.00 and/or one yean'tmprisomnent as well as civil penalties in the form of a STOP WORK ORDER and a fine of 5100.00 a day against me. I understand that a copy of this statement may. be forwarded to the Olnce of Investigations of the DIA for coverage verification. I do hereby terrify under penalties of perjury that the information provided above is tru,,and correct Simature .; Date J6 Phone C?6:9 Print name .official use only do not write in this area to be completed by city or town oMcial ci v or town: permitilicense q ❑Building Department QLicensing Board ❑ check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone lf; ❑Other�� ;mvea 9,95 P1AJ Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for the.r employees. As quoted from the "law", an employee is defined as every person in the service of another under any coat- 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 e: the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the rec:..v trustee of an individual,parmership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides thereia, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or an the grounds or buiiding appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renew 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 imgWred. Additionally,neitherthe . commonwealth nor any of its political subdivisions shall eater into any contract for the performance.of public work mtU acceptable evidence of compliance with the insurance requirements ofthis chapter have been presented to the coanacdng authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or liceasc is being requested, not the Department of Industrial Acci&nts. Should you have any questions regarding the`law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the peraut/Iicease number which will be used as a reference number. The affidavits may be returned io the Department by mail or FAX unless other arrangements have bees made. The Office of Investigations would Bice to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Deparm=at's address,'Wephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents amce of MY83902dons 600 Washington street Boston; Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 eat 406, 409 or 375 t . —0 a vPomswanu�eal�c�✓uaeead�uaa�a j :A `,HOME IMPROVEMENT CONTRACTOR egistration 111950 Type DBA a} YEzpiretion -402/09/Ol ' 4 K, i LEIF BOUCHER HOME IMP CONTR 1 :4F El E. BOTTCHER CEDAR ST ADMINISTRATOR W. BARNSTABLE MA 02668 r EVALUATION r_ • C SERVICE ' Accepted ICC-ES Evaluation Report ESR-1387* Reissued December 1, 2012 This report is subject to renewal February 1, 2015. wwwAcc-es.orq 1 (800)423.6587 1 (562)699-0543 A Subsidiary of the International Code Council° DIVISION:06 00 00 WOOD, PLASTICS AND for wall,floor and roof structural members.These structural COMPOSITES applications include use as beams, headers,joists, rafters, Section:06 17 13—Laminated Veneer Lumber columns,wall studs,and rim boards. The products are.also Section:0617 23—Parallel Strand Lumber used as components of built-up structural members, such Section:0617 25—Laminated Strand Lumber as flanges for 1-joists and chords for trusses, as detailed in a current ICC-ES evaluation report. TJ®Rim Board is used REPORT HOLDER: for rim board applications only. WEYERHAEUSER 3.0 DESCRIPTION POST OFFICE BOX 8449 3.1 General: BOISE,IDAHO 83707-2449 (888)453-8358 The structural composite lumber products described in this woodltbweyerhaeuser.com report comply with ASTM D5456(PS 2,AC124 and ASTM www.woodbyM.com D7672, where applicable), and are described in Sections 3.2, 3.3,3.4 and 3.5. ADDITIONAL LISTEES: 3.2 Microllam LVL: REDBUILTTm LLC Microllam laminated veneer lumber(LVL) is manufactured 200 EAST MALLARD DRIVE from wood veneers laminated together using an exterior- BOISE, IDAHO 83706 type structural adhesive. All veneers are oriented with the wood grain parallel to the length of the member. The wood PACIFIC WOODTECH CORPORATION species, properties, adhesives, manufacturing parameters 1850 PARK LANE and finished product tolerances are as specified in the POST OFFICE BOX 465 approved quality documentation and manufacturing BURLINGTON,WASHINGTON 98233 standard. Microllam LVL is available in various grades and thicknesses as indicated in Table 1, with depths ranging MURPHY ENGINEERED WOOD PRODUCTS DIVISION from 2.50 inches (63.5 mm) to 48 inches (1219 mm), and 412 WEST CENTRAL lengths up to 80 feet(24 380 mm). SUTHERLIN, OREGON 97479 3.3 Parallam PSL: EVALUA71ON SUBJECT: Parallam parallel strand lumber (PSL) is manufactured STRUCTURAL COMPOSITE LUMBER: TIMBERSTRAND® from wood strands that are oriented parallel to the LAMINATED STRAND LUMBER (LSL), PARALLAM® length of the member and bonded together using an PARALLEL STRAND LUMBER(PSL), AND MICROLLAM® exterior-type structural adhesive. The wood species, LAMINATED VENEER LUMBER(LVL); TIMBERSTRAND® Properties, adhesives, manufacturing parameters and LSL RIM BOARD;AND TJ®RIM BOARD finished product tolerances are as specified in the approved quality documentation and manufacturing 1.0 EVALUATION SCOPE standard. Parallam PSL is available in various grades as indicated in Table 1,with rectangular cross sections having Compliance with the follovving codes: a maximum width of 11 inches (279 mm), a maximum ■ 2012 and 2009 International Building Code®(2012 and depth of 19 inches (483 mm), and lengths up to 66 feet 2009 IBC) (20 120 mm). Cross sections with depths up to 54 inches Code (2012 (1372 mm) are available through secondary lamination. ■ 2012 and 2009 International Residential Cod ( See Footnote 14 to Table 1. and 2009 IRC) 3.4 TimberStrand LSL and TimberStrand LSL Rim Properties evaluated: Board: ■ Structural TimberStrand laminated strand lumber (LSL) and ■ Fire resistance TimberStrand LSL Rim Board are manufactured from wood 2.0 USES strands that are oriented in a direction parallel to the length of the member and bonded together using an exterior-type The structural composite lumber products described in this structural adhesive. The wood species, properties, evaluation report are used as alternatives to sawn lumber adhesives, manufacturing parameters and finished product "Corrected November 2013 ICC-ES Evaluation Reports are not to be constrwd as representing aesthetics or any other attributes not specifically addressed,nor are they to be conrtnred as an endorsement of the subject of the report or a recommendation fords use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as �� to arty futdirg or othermatter in this report,or as to arty product covered by the report. ya'"' W Copyright©2013 Page7 of 8 66R-1387 I Most Widely Accepted and Trusted Page 2 of 8 tolerances are as specified in the approved quality 5. Adjustment factors in accordance with the NDS must documentation and manufacturing standard. TimberStrand be applied as applicable. LSL is available in various grades as indicated in Table 1, For nail and bolt connections other than those described with lengths up to 64 feet(19 500 mm),thicknesses of 1.25 to 5.50 inches (31.8 mm to 140 mm), and depths up to in this report, specific approval by the authority having 48 inches (1219 mm). TimberStrand LSL Rim Board is jurisdiction is required. available in a 1.3E grade, with lengths up to 48 feet 4.3 Fire Resistance and Fireblocking: (14 630 mm),thicknesses of 1.25 to 1.50 inches(31.8 mm to 38.1 mm), and depths up to 24 inches (610 mm). 4.3.1 Microllam® LVL and Parallam® PSL: For TimberStrand LSL having a grade of 1.6E or lower may applications under the 2012 and 2009 IBC, the fire contain finger joints. TimberStrand LSL may be treated resistance of exposed Microllam LVL and Parallam PSL with zinc borate (ZB), as specified in the approved quality members may be calculated in accordance with Chapter documentation and manufacturing standard. 16 of the ANSI/AWC NDS. 3.5 TJ®Rim Board: 4.3.2 TimberStrand®LSL:TimberStrand LSL of equivalent sizes to that of sawn lumber may be substituted for sawn Tf Rim Board consists of either laminated strand lumber lumber in fire-resistance-rated floor and roof assemblies, (LSL) (described in Section 3.4) or oriented strand board as specified in Table 721.1(3) of the 2012 IBC and Table (OSB). The OSB consists of wood strands that are 720.1(3) of the 2009 IBC. TimberStrand LSL wall studs oriented at varying angles with respect to the length of the without finger joints may be used in the one-hour fire- member, and bonded together using an exterior-type resistance-rated wall assemblies specified in Table structural adhesive. The wood species, properties, 721.1(2) of the 2012 IBC and Table 720.1(2) of the 2009 adhesives, manufacturing parameters and finished product IBC as direct replacements for nonfire-retardant-treated tolerances are as specified in the approved ®quality 2-b�6 sawn lumber studs, subject to the following documentation and manufacturing standard. TJ Rim conditions: Board is 1.125 inches (28.6 mm)thick, and is available in depths ranging from 9.50 to 16 inches(241 to 406 mm). It 1. The studs must have minimum cross-sectional is available in lengths ranging from 8 to 24 feet (2440 to dimensions of 1.5 inches (38 mm) by 5.5 inches 7315 mm). (140 mm). 4.0 DESIGN AND INSTALLATION 2. Tape and joint compound must be applied to all 4.1 General: fastener heads and gypsum wallboard joints on exposed surfaces. The design and installation of Weyerhaeuser structural 3. The design axial compressive stress within the composite lumber products must comply with this report TimberStrand LSL studs must not exceed-the least of and the report holder's published installation instructions. the following: Design of the structural composite lumber products described in this report is governed by the applicable code a. 435 psi(2998 kPa). . and the ANSI/AWC National Design Specification for Wood b. 0.30Fc', where Fc'is the compression design value Construction (NDS). In the event of a conflict between the parallel-to-grain for the LSL, adjusted by all report holder's published installation instructions and this applicable adjustment factors in accordance with report, the more restrictive governs. Reference design the NDS,including the column stability factor, CP. values for Microllam® LVL, Parallam® PSL, TimberStrand LSL and TJ®Rim Board are given in Table 1. c. 0.30Fc', where Fc' is calculated in accordance with 4.2 Connections: the NDS,assuming a slenderness ratio Le/d of 21. The design of mechanical connections for Microllam®LVL, TimberStrand LSL having a minimum net thickness of Parallam" PSL, TimberStrand' LSL and TP Rim Board 1.25 inches (31.7 mm) may be used in fireblocking must be in accordance with the ANSI/AWC National applications, as an alternative to the nominal 2-inch-thick Design Specification for Wood Construction (NDS). (51 mm) sawn lumber noted in Section 718.2.1(1) of the Equivalent specific gravities for nailed,screwed,bolted and 2012 IBC, Section 717.2.1(1) of the 2009 IBC and Section lag screwed connections are given in Table 2. Minimum R302.11.1 (1)of the IRC. nail spacing, and end and edge distance requirements, are 4.3.3 TJ®Rim Board: TJ®Rim Board may be used in lieu given in Table 3. Nailing requirements for the attachment of sawn lumber for fire blocking. of wall sheathing are given in Section 4.5. Exception: Lag screw connections between rim board 4.1 Rim Board: products and deck ledgers have allowable lateral loads as Each rim board product described in this evaluation report specified in Table 4, under the following conditions: is used as a structural element located at the joist elevation 1. Lag screws must have a minimum diameter of in an end bearing wall or parallel to the joist framing that is the full depth of the joist space and manufactured in 0.50 inch (12.7 mm), and sufficient length to penetrate minimum continuous 8-foot-long (2.44 m) segments for the through the rim board,not including tips. length of the wall. Rim board products in this report are not 2. Deck ledgers must consist of minimum nominally required to be continuously supported provided they are 2-by-6 lumber having a minimum assigned specific designed as flexural members using the reference design gravity of 0.42. values shown in Table 4. The rim boards may be used for 3. Sheathing between the rim board and deck ledger must any combination of the following: consist of wood structural panels meeting PS-1 or 1. To transfer, from above to below, all vertical loads at PS-2, and be attached to the rim board in accordance the rim board location. Allowable vertical loads are with the applicable code. given in Table 4. 4. One flat washer must be used between the deck ledger 2. To provide diaphragm attachment (sheathing to top and the lag screw head. edge of rim board). E5R.1387 I Most Widely Accepted and Trusted Page 3 of 8 3. To transfer in-plane lateral loads from the diaphragm to with the appropriate identification only under the the wall plate below. Allowable lateral loads are given approval and direction of PFS Corporation, Intertek in Table 4. Testing Services, or APA-The Engineered Wood 4. To provide lateral support to the joist or rafter Association.Additionally,TimberStrand LSL, Parallam (resistance against rotation)through attachment to the PSL, Microllam LVL, and TJ Rim Board may be joist or rafter. notched, drilled,or tapered end cut provided design is 5. To provide closure for ends of joists or rafters. by a design professional. 5.5 TimberStrand LSL that has been treated with zinc 6. To provide an attachment base for siding or an exterior borate(ZB) may be used within the building envelope, deck ledger. such as for sill plates supported by masonry or 4.2 Wall Studs: concrete footings, foundations or slabs (including where preservative-treated lumber is required within TimberStrand LSL may be used as wall stud material in the building envelope) in accordance with the accordance with the prescriptive requirements of the American Wood Protection Association (AWPA) "Use applicable code. Cutting, notching and boring of nominally Category UC2." When used under these conditions, 2-by 4 and 2-by-6 TimberStrand LSL studs is permitted in the corrosion rate of carbon steel and/or galvanized accordance with Sections 2308.9.10 and 2308.9.11 of the steel in contact with ZB-treated TimberStrand LSL is IBC, and Section R602.6 of the IRC. not increased by the ZB treatment. TimberStrand LSL The allowable shear values for nailed wood structural treated with ZB must not be used in exposed exterior panel shear walls utilizing TimberStrand LSL framing must or ground-contact applications. be determined using Table 4.3A of the ANSI/AWC Special 5.6 TimberStrand LSL is produced at the Weyerhaeuser Design Provisions for Wind and Seismic (SDPWS) or manufacturing plant located in Kenora, Ontario, Table 2306.3 of the 2009 IBC, subject to the following: Canada; with quality control inspections by PFS 1. TimberStrand LSL having a grade of 1.55E or lower is Corporation(AA-652). iconsidered to be equivalent to sawn lumber studs with 5.7 Parallam PSL is produced at the Weyerhaeuser a specific gravity of 0.42, with the exception that the manufacturing plants located in Annacis Island, British minimum boundary nail spacing permitted for grades Columbia, Canada; Buckhannon, West Virginia; and lower than 1.5E must be 6 inches (152 mm) on center. Colbert, Georgia; with quality control inspections by TimberStrand LSL of grades 1.5E or higher, may be PFS Corporation (AA 652). used with boundary nail spacings from 2 inches (51 mm)to 6 inches(152 mm)on center. 5.8 Parallam PSL is secondary laminated for 2. TimberStrand LSL having a grade of 1.6E or higher is Weyerhaeuser at Structurlam Products, Ltd., considered to be equivalent to sawn lumber studs with Okanagan Falls, British Columbia, Canada, with a specific gravity of 0.50. quality control inspections by PFS Corporation (AA 652)or Intertek Testing Services(AA-691). 5.0 CONDITIONS OF USE 5.9 Microllam LVL is produced at the Weyerhaeuser The structural composite lumber [TimberStrand® manufacturing plants located in Buckhannon, Laminated Strand Lumber(LSL), Parallam°Parallel Strand West Virginia; Eugene, Oregon; Natchitoches, Lumber(PSL), and Microllam° Laminated Veneer Lumber Louisiana; and Castleberry, Alabama; and at the (LVL)];TimberStrand LSL Rim Board; and TP Rim Board RedBuiltTm LLC plant in Stayton, Oregon; with quality products described in this report comply with, or are control inspections by PFS Corporation (AA-652). suitable alternatives to what is specified, in those codes Additionally, 1.9E, 2.0E and 2.2E Microllam LVL are listed in Section 1.0,subject to the following conditions: manufactured at the Pacific Woodtech manufacturing 5.1 Installation, fabrication, identification, and connection plant located in Burlington, Washington; and 1.8 E, details must be in accordance with this report, the 1.9E, and 2.2E Microllam® LVL are manufactured at manufacturer's published installation instructions and the Murphy Engineered Wood Products Division the applicable code. manufacturing plant located in Sutherlin,Oregon,with quality control inspections by APA-The Engineered 5.2 Design calculations and details must be furnished to Wood Association(AA-649). the code official, verifying that the material is used in compliance with this report. The calculations must be 5.10 TJ° Rim Board is produced at the Weyerhaeuser prepared by a registered design professional where manufacturing plant located in Elkin, North Carolina; required by the statutes of the jurisdiction in which the with inspections by APA-The Engineered Wood project is to be constructed. Association (AA-649)or PFS Corporation (AA-652); and at the Weyerhaeuser manufacturing plant located 5.3 The products described in this report must be limited in Kenora, Ontario, Canada; with quality control to covered end-use installations with dry conditions of inspections by PFS Corporation (AA-652). use in which the in-service equilibrium moisture content is less than 16 percent. 6.0 EVIDENCE SUBMITTED 5.4 Length and depth dimensions of TimberStrand LSL, 6.1 Data in accordance with the ICC-ES Acceptance Parallam PSL and Microllam LVL may be cut to size Criteria for Structural Wood-based Products (AC47), for required application. Depth must not be cut to less dated February 2013. than 3.50 inches (89 mm). Thickness dimension of 6.2 Data in accordance with the ICC-ES Acceptance Parallam PSL and TimberStrand LSL may be cut to a Criteria for Rim Board Products (AC124), dated minimum of 1.75 inches(45 mm). Microllam LVL must October 2004 (editorially revised June 2012). not be cut in thickness. For all material used in structural applications, the product identification 6.3 Data in accordance with the ICC-ES Acceptance described in Section 7.0 must be maintained on Criteria for Zinc Borate (ZB) Preservative Treatment all material, or the material must be re-stamped of Structural Composite Wood by Non-pressure r 8SR-1387 I Most Widely Accepted and Trusted Page 4 of 8 Processes (AC203), dated February 2010 (editorially 7.2 Additional Identification for Specific Products: revised September 2012). In addition to the information noted in Section 7.1, specific 6.4 Data in accordance with the ICC-ES Acceptance products are further identified with the following Criteria for Wood-Based Studs (AC202), dated June information: 2009(editorially revised September 2012). 1. The stamps on Microllam° LVL and Parallam® PSL 6.5 Reports of fire tests conducted in accordance with also identify the species or species group, as listed in ASTM E119. Table 1. 7.0 IDENTIFICATION 2. TimberStrand LSL treated with zinc borate (ZB), as 7.1 General: described in Section 3.4 of this report, is identified with The structural composite lumber and rim board products the designations"ZB"and"AWPA UC2." described in this report are identified with a stamp bearing 3. The stamps on rim board products also indicate the rim the plant number, the product designation or type, the board thickness. production date, the grade, the report holder's or listee's name and/or logo (see Figure 1), the name or logo of the inspection agency (PFS Corporation, Intertek Testing Services, or APA EWS), as applicable, and the evaluation report number(ESR-1387). ' AM FIGURE 1—MANUFACTURER AND LISTEE LOGO ESR-1387 I Most Widely Accepted and Trusted Page 5 of 8 TABLE 1-REFERENCE DESIGN VALUES FOR MICROLLAM°LVL,PARALLANP PSL AND TIMBERSTRAND°LSL"25 JOIST I BEAM ORIENTATION FACE/PLANK ORIENTATION AXIAL BILLET Modulus of Bending Shear Compression Bending Shear Compression Tension Compression GRADE(') MATERIAL Elasticityrs' Fbvr F, Perp-to-Grain Fb(e) F Perp-to-Grain, F�9) F THICKNESS E (Psi) (psi) F.1 (psi) (psi) Fc_L (psi) (psi) ' (in.) x106 x106 (Psi) (Psi (Psi) (Psi) Microllam LVL 1.6E WS 1.6 0.813 2140 28 750 2530 190 480 1240 2100 1.8E WS 1.8 0.915 2445 28tri 750 2890 190 480 1450 2375 1.9E OF 1.9 0.966 600 285 750 3075 19 480 1555 2510 2.0E-2750F WS 2.0 1.017 2750 285 750 3255 190 480 1660 2635 2.0E-2900F 2.0 1.017 2900 285 750 3430 190 480 1660 2635 2.2E WS 2.2 1.118 3060 28 750 3615 19 480 1865 2870 2.4E WS 2.4 1.220 3365 28 750 3980 1 00 480 2075 3080 2.6E WS 2.6 1.312 3675 28 750 4345 190 480 2285 3270 1.8E SP/EUC 1.8 0.915 2445 28 880 2890 190 525 1575 2375 1.9E SP/EUC 1.9 0.966 2600 28 880 3075 190 525 1690 2510 2.0E SP/EUC 0.75 to 3.50 2.0 1.017 2750 28 880 3255 190 525 1805 2635 2.2E SP/EUC 2.2 1.118 3060 -2-8T7 3615 190 525 2030 2.4E SP/EUC 2.4 1.220 3365 28 88 2870 0 3980 190 525 2 0 030 287 2.6E SP/EUC 2.6 1.312 3675 285 880 4345 190 525 2485 3270 1.6E YP/RM 1.8E YP/RM 1.6 0.813 2140 28 800 2530 990 670 1350 2100 1.8 0.915 2445 28 800 2890 190 6 00 1575 2375 .1.9E YP/RM 1.9 0.966 2600 8 800 3075 190 6 00 1690 2510 2.0E YP/RM 2.0 1.017 2750 28 800 3255 190 670 1805 2635 2.2E YP/RM 2.2 1. 118 3060 28 800 3615 190 670 2030 2870 2.0E-3100Fb YP/RM 2.0 1.017 3100 285 800 3255 190 670 1805 2635 2.0E.OE-29 b DF/SP/YP 2.0 1.017 2600 28 750 3075 19 480 1555 2510 2.0E-2925Fb SP 0.75 to 1.75 2.0 1.017 2925 285 880 3455 190 5 5 18 5 3030 Parallam PSL 1.8E DF 1.8 0.91�2� 0 600 2400 190 425 1755 2500 1.9E DF 1.9 0.960 675 2600 -200 450 1890 2700 2.0E DF 2.0 1.010 750 2800 210 475 2025 2900 2.1 E DF 2.1 1.0 0 750 2800 210 475 2025 ?Ann" '2.2E DF 2.2 1A 18 2900 290 750 2800 210 475 2025 _.2906uw 1.8E SP 1.8 0.915 2500 230 600 2400 190 425 1755 2500 1.9E SP 1.9 0.966 2700 260 675 2600 200 475 1890 2700 2.0E SP 2.0 1.017 2900 290 750 2800 210 525 2025 2900 2.1 SP Up to 11.0 2.1 1.067 3100 320 825 3000 220 575 2160 1.8E W 3100 'WH1.8 0.915 2500 230 -500 2400 190 380 1755 2500 1.9E WH 1.9 0.966 2700 260 575 2600 200 415 1890 2700 '2.0E WH 2.0 1.017 2900 290 650 2800 210 450 2025 2900 2.1 E WH 2.1 1.067 3100 320 700 3000 220 475 2160 3100 1.8E YP-YP/RM 1.8 0.915 2500 230 600 2400 190 525 1755 2500 1.9E YP-YP/RM 1.9 0.966 2700 260 675 2600` 200 son 1890 2700 2.0E YP-YP/RM 2.0 1.017 2900 290 750 2800 210 675 2025 2900 2.1 E YP-YP/R M 2.1 1.667 3100 320 825 3000 220 750 2160 3100 TimberStrand LSL 1.3E 1.3 0.661 1700 425 710 1900 150 63 1075 1835 1.35E 1.35 0.686 1840 445 750 2055 150 665 1180 1905 1.4E 1.4 0.712 1975 4 55 785 2215 150 690 1290 1970 1.45E 1.45 0.737 2115 485 825 2370 150 720 1395 2035 1.5E 1.5 0.762 2250 505 860 2525 150 750 1500 2105 1.55E 1.55 0.788 2325 525 900 2615 150 775 1600 2170 1.6E 1.6 0.813 2425 545 935 2700 150 900 1700 2235 1.65E 1.65 0.839 2500 565 975 2800 150 83 1765 2305 1.7E 125 to 5.50 1.7 0.864 2600 585 1010 2900 150 860 1825 2370 1.75E 1.75 0.889 2720 605 1050 3040 150 890 9905 2435 1.8E 1.8 0.915 2840 625 1090 3175 150 920 19g0 2505 1.85E 1.85 0.940 2955 625 1090 3315 150 945 2070 2505 1.9E 1.9 0.966 3075 625 1090 3450 150 975 2150 2505 1.95E 1.95 0.991 3180 625 1090 3570 150 1005 2240 2505 2.0E T..0 1.017 3290 625 1090 3690 150 1030 2325 2505 2.05E 2.05 1.042 3395 625 1090 3805 150 1060 2410 2505-2.1E 2.1 1.067 3500 625 1090 3925 150 1090 2500 2505 TJ Rim Board 0.6E OSB 1 0.6 0.305 70 - 395 660 1.0E Timber .125 Stran LSL 10.5081 1300 395 660 For SI:1 psi=0-00689 MPa, 1 inch=25.4 mm. 'Reference design values are based on dry conditions of use where the in-service moisture content is less than 16 percent(See Section 5.3). 3Reference design values must be adjusted,as applicable,in accordance with Section 8.3 of the NDS. Grade designations for Microllam LVL and Parallam PSL include species codes as follows:DF=Douglas fir-larch:LP=lodgepole pine:WH=western hemlock:SP =southern pine:YP=yellow poplar:RM=red maple:EUC=Eucalyptus.DF,LP and WH are permitted to be combined as Western Species(WS).SP,YP,SP/EUC and YP/RM are permitted to be combined as Eastem Species(ES).When using the species group designations WS or ES,the allowable stress is the lowervalue for ,the species in the group. °See Figure 2 for an illustration of member orientations with respect to load direction. 5Calculated deflection of flexural members must account for combined bending and shear deflection.For example,the deflection,of a uniformly loaded simple span beam is calculated as follows: 270WL4 +28.8WL2 Nhere: 3 Ebd A=Deflection,inches d=Beam depth,inches b=Beam width,inches Ebd L=Span,feet W=Uniform load,plf E=Modulus of Elasticity,psi 'Ern;,,is the reference modulus of elasticity for beam and column stability calculations,per the NDS. Reference bending design values.Fb,for the applicable orientation must be adjusted by the appropriate factors in the following table: ESR-1387 I Most Widely Accepted and Trusted Page 6 of 8 Member Depth(in.) MATERIAL EQUATION(d=joist depth in inches) <3.5 5.6 7.25 925 9.60 1.12.0 14.0 1 16.0 1 18.0 20.0 24.0 48.0 54.0 Cv Adjustment Factor Microllam°LVL Cv=(12/d)01305 1.18 1.18 1.11 1.07 1.04 1.03 1.00 0.98 0.96 0.95 0.93 0.91 0.83 - Parallam®PSL Cv=(12/d)0111 5 1.15 1.15 1.09 1.06 1.03 1.03 1.00 0.98 0.97 0.96 0.94 0.93 0.86 0.85 TimberStrand®LSL Cv=(12/d)°0�<_1.12 1.12 1.07 1.05 1.02 1.02 1.00 0.99 0.97 0.96 0.95 0.94 0.88 - IFootnotes to Table 1 continued on following page) For Microllam LVL and TimberStrand LSL,the reference bending design values,Fb,and reference shear design values,F..forthe face/plank orientation are applicable to members having thicknesses within the billet material thickness ranges indicated in Table 1.. 9'Tabulated reference tension design values.Fr,have been reduced to reflect the volume effects of length,width and thickness for a range of common application conditions.The Fr values for Microllam LVL and TimberStrand LSL may be higher when approved by Weyerhaeuser for use as a component of engineered products,which are manufactured under a recognized quality control program. 70The 2.0E-2900Fb WS grade Microllam LVL is used in header or beam applications only. "For simplicity,the reference shear design value, F,., for the joist/beam orientation of Microllam LVL may be taken as 285 psi for depths up to 24 inches and 260 psi for depths greater than 24 inches.When a more accurate analysis is desired.F is calculated as F =285(12/d)°0"for all depths greater than 12 inches. 12The face/plank Fb is limited to 3100 psi for 2.2E Microllam LVL stamped with plant numbers 1047 or 1089. 13Microllam LVL stamped with plant numbers of 1047 and 1089 has a face/plank F.of 150 psi,and is available in either a 1.754nch or 1.375-inch thickness. 14The allowable design stresses given in this table for Parallam PSL are also applicable to Parallam PSL that has been secondary laminated in accordance with the approved Weyerhaeuser quality control manuals for secondary lamination. 1 For column applications,Fc=500 psi.Alternatively,column capacity can be determined using the provisions of Chapter 15 of the NOS in conjunction with the published Fo value above and a minimum eccentricity,e2,applied parallel to the narrow face of the column.See Figure 3 for an illustration. e2=t/6+5L/4608 Where: e2=Eccentricity applied parallel to the narrow face of the column,inches t=Member thickness of the narrow face of the column,inches L=Unbraced column length about the weak axis,feet 1'The NDS bearing area factor,Cb,shall be 1.0 for TimberStrand LSL plank orientation compression perpendicular-to grain reference design values. 17The Compression Perp to-Grain,Fc_Lvalue forTimberStrando LSL with thicknesses less than 1.75 inches is 670 psi. 18When 1.7E grade TimberStrane LSL is used as truss chords and webs of engineered wood trusses the reference axial tension design value is 2050 psi.This value includes an adjustment for length effect.The TimberStrand LSL material must be marked as'Truss Chord Grade',and the engineered wood trusses must be manufactured under the approved quality control program. 19The design bending strengths for OSS and TimberStrand LSL based TJ Rim Board are applicable to depths of up to 16 inch(406 mm)and spans up to 8 feet (2438 mm). Vr% RAI ,�U. JOISTIBEAM ORIENATION. FACEIPLANK ORIENATION (Load parallel to wide face of veneer or strands) (Load perpendicular to wide face of veneer or strands) FIGURE 2-MEMBER ORIENTATION WITH RESPECT TO LOAD DIRECTION t e�. d FIGURE 3-ILLUSTRATION OF ECCENTRICITY,e2,USED FOR PARALLANP PSL COLUMN DESIGN tdR4 387 1 Most Widely Accepted and Trusted Page 7 of 8 TABLE 2-EQUIVALENT SPECIFIC GRAVITIES FOR FASTENER DESIGN'2,3 EQUIVALENT SPECIFIC GRAVITY Nails and Screws Bolts Lag Screws PRODUCT Withdrawal Dowel Bearing Dowel Bearing 4 Dowel Bearing 4 Installed in Face installed in Face Installed Installed Installed Installed Load Applied Load Applied Load Applied Load Applied in Edge in Face in Edge in Face Parallel Perpendicular Parallel Perpendicular to Grain to Grain to Grain to Grain Microllam LVL 0.50 0.50 0.50 0.50 0.50 0.50 - _ Parallam PSL 0.50 0.50 0.50 0.50 0.50 0.50 1 - - TimberStrancr LSL 0.42 0.50 0.50 0.50 0.50 0.58 0.50 0.55 T 9 Rim Board - 0.38 - 0.50 0.38 0.50 - 'Connection design values must be calculated in accordance with NDS Chapters 10 and 11.using the tabulated equivalent specific gravities given above,and must be adjusted by the applicable factors specified in the NDS. ZSee Figure 4 for an illustration depicting face and edge nailing. 3Minimum nail spacing,and end and edge distances must be as specified in Table 3.Minimum spacing,end and edge distances for bolts and lag screws must be as specified in the NDS. °Equivalent specific gravity values for bolts and lag screws apply only to bolts and lag screws installed into the face of the member. SThe allowable lateral load for lag screws used in deck ledger connections between the rim board products listed in this report and deck ledgers complying with the exceptions in Section 4.2 are given in Table 4. Edge Face I Edge Face FACEIPLANK ORIENATION JOISTIBEAM ORIENATION FIGURE 4-FACE AND EDGE NAILING EXAMPLES TABLE 3-MINIMUM NAIL AND STAPLE SPACING ALONG THE EDGE OF THE MEMBER',"" NAIL TYPE AND SIZE MINIMUM NAIL AND STAPLE SPACING(in.) Diameter x Microllam LVLt� Parallam TJ Rim Tim berStrand LSL and Penny Weight Length PSL(') Board TimberStrand LSL Rim Board (in) Minimum Member Thickness(in.) 0.75 1.5 1.75 1.125 1.25 1 1.5 2.5 3.5 8d Box 0.113 x 2.5 3 3 3 6 4 1 3 •3t6f 3 8d Common 0.131 x 2.5 3 3 3 6 4 1 3 3(6) 3 10d Box 0.128 x 3.0 4 4 4 6 4 4 3(6) 3 10d Common 0.148 x 3.0 4 4 4 6 4 4 3(6) 3 12d Box 0.128 x 3.25 4 4 4 6(7) 6 6 3.5 3.5 12d Common 0.148 x 3.25 4 4 4 6t7t 6 6 3.5 3.5 16d Box 0.135 x 3.5 - 8 6 le 6 6 3.5 3.5 16d Common 0.162 x 3.5 - 8 6 16(e) 6 6 3.5 3.5 16d Sinker 0.148 x 3.25 - 8 6 -IF 6 6 3.5 3.5 No. 14 gage sta le - 4 4 For SI:1 inch=25.4 mm 'Tabulated minimum spacing values are for nails and staples driven into the edge of the member.The closest permitted on center spacing for nails driven into the face is the same as permitted by the code for sawn lumber,and must be sufficient to prevent splitting.See Figure 3 for an illustration depicting face and edge nailing. 2Minimum edge and end distances must be sufficient to prevent splitting of the member.Additionally,maximum nail penetration into the member must be limited as necessary to prevent splitting. 3 One row of fasteners is permitted for material thicknesses less than or equal to 1.25 inches;two rows of fasteners are permitted for material thicknesses greater than 1.25 inches;three rows of fasteners are permitted for material thicknesses equal to or greater than 3.50 inches;however,three rows are not permitted with 16d common nails(0.162 in.x 3.50 in.). °Where multiple rows are used,the fasteners in adjacent rows must be staggered,the minimum spacing between rows must be at least 0.50 inch,and the rows must be equally spaced from the centerline of the narrow face axis. 50ther nail spacinr for specific applications,such as prefabricated steel components or hangers,may be used as detailed for Microllam®LVL,Parallam PSL and TimberStrand LSL in a current ICC-ES evaluation report. 6 For two rows of fasteners in 2.5-inch-thick TimberStrand LSL,3.50 inch minimum on-center fastener spacing is required. 'When nailing through the wall sill plate and floor sheathing,such that the maximum nail penetration into the rim board is 1.375 inches,the minimum allowable on-center spacing may be decreased to 4 inches. 6When nailing through the wall sill plate and floor sheathing,such that the maximum nail penetration into the rim board is 1.375 inches,the minimum allowable on-center spacing may be decreased to 5 inches. U$R-1387 I Most Widely Accepted and Trusted Page 8 of 8 TABLE 4—ALLOWABLE DESIGN LOADS FOR TIMBERSTRAND®LSL,MICROLLAW LVL AND TJ®RIM BOARD PRODUCTS Rim Board Product: TimberStrand®LSL TJ Rim Microllam Board LVL Rim Grade: >_1.3E 1.5E >_1.55E 0.60E/1.OE 1.9Ef2.0E Rfm Thickness in. : >_125 1.5 >_1.76 >_1 25 1.5 >_1.75 >_1.25 1.5 >_1.75 1.125 MIS Uniform Vertical Load Ibs/ft <_9.5 111475 5400(2) 6480121 5400121 5400r2� 4860r2' 7560(') 16 5000 7560(2) 6480(2) 7560r1 6480(2) 4570 5700 Depth(in.) 18 4340 6380 4960 5120 7560 ) 4000 20 3700 5740 4210 4340 22 3160 5070 7130 3580 5800 3690 5980 rn 24 2710 4440 6470 1 3070 1 5060 1 7430 3160 5210 Lateral Load Ibs/ft Depth in. 9.5-24 Concentrated Vertical Load(Ibs} 22 Depth(in.) 9.5-24 3760 4520 452ii 4520 4520 4520 4520 4520 7470 1 340011 1 5650 B Deck Led erC aci Ibslbolt 0.50 in. 610 675 725 480 700 Fastener 0.50 in.Bolt 695 725 Type 0.50 in.Bolt 725 w/air space 615r" Axial Stiffness Axial Stiffness 147000 1 166000 170000 145000 55000 For SI: 1 inch=25.4 mm;1 plf= 14.59 Win. 'Tabulated uniform vertical load values shall not be increased for duration of load. ZThe capacity for this product is limited by a maximum of 360 psi per ASTM D7672. 3T f Rim Board and Microllam®LVL Rim Board are limited to a depth of 16 inch or less. °The maximum lateral load transfer capacities are for seismic design applications.They may be increased by a factor of 1.4 for wind design applications. SAdditional hardware,blocking,overlapped sheathing,or other attachment details may be designed to transfer loads into,and out of,the product's wide face. 6Toe-nailed connections are not limited by the 150 Ib/ft allowable lateral load capacity as noted for Seismic Design Categories D,E,and F in Section 4.1.7 of the SPDWS. Subject to the nail installation limitations of Table 3,these rim board products may be designed as permitted in the applicable code forwood structural panel diaphragms with framing consisting of Douglas-fir larch or southern pine lumber. Products with a thickness greater than or equal to 1.25 in.may be designed as 2-inch nominal framing. Products with a thickness greater than or equal to 2.5 in.may be designed as 3-inch nominal framing. eThe tabulated allowable in-plane lateral load for TJ Rim Board is applicable to installations using the following nailing schedule: -Sheathing to rim board: 8d Common nails(0.131 x 2.5 in.)(or equivalent)at 6 inches on center -Rim board to sill plate: 10d pneumatic nails(0.131 x 3.0 in.)(or equivalent);toe-nailed at 6 inches on center -Hoist to sill plate: 8d Box(0.113 x 2.5 in.)(or equivalent),one slanted nail each side of the bottom flange -Rim board to(joist: 10d pneumatic nails(0.131 x 3.0 in.)(or equivalent)one each into the top and bottom flanges. 'The allowable concentrated vertical load capacities require a minimum bearing width of 4.5 in.Tabulated concentrated vertical load values shall not be increased for duration of load. 7eThese deck ledger attachment details correspond with those described by Section R502.2.2.1 of the IRC.These 10-year load duration allowable design loads may be increased per the applicable code for shorter duration loadings and used to design alternative deck ledger connections as permitted by Section R502.2.2.2 of the IRC. " aximum 0.50 inch(13 mm)shimmed airspace. 7M2Axial stiffness in the cross-grain orientation and measured in accordance with ASTM D7672 forvertical rim applications. i r ICC EVALUATION SERVICE Most Widely Accepted and Trusted IMES VAR Environmental Report VAR-1008 Reissued October 1, 2013 This report is subject to renewal August 1, 2015. www.icc-es.org/ee 1 1-800-423-6587 1 (562)699-0543 A Subsidiary of the International Code Council° DIVISION:06 00 00 WOOD, PLASTICS AND Weyerhaeuser Framer Series®Lumber COMPOSITES Weyerhaeuser Pro Series Lumber Section:06 17 13—Laminated Veneer Lumber Section:0617 23—Parallel Strand Lumber Weyerhaeuser Lumber Section: 0617 25-1-aminated Strand Lumber Weyerhaeuser Green Stud Weyerhaeuser EdgeTm Engineered Wood Panels REPORT HOLDER: Weyerhaeuser Edge GoIdT" Engineered Wood Panels WEYERHAEUSER Weyerhaeuser Radiant Barrier Sheathing POST OFFICE BOX 8449 Weyerhaeuser Sheathing BOISE,IDAHO 83707 Weyerhaeuser Plywood 888-iLevel8(1-888-453-8358) vwvw.woodbywy.com Building Optimization Software: www.vvoodbvvw.com/areenbuildin_q vvood@weyerhaeuser.com Javelin®Design Software NextPhase®Site Solutions ADDITIONAL LISTEES: REDBUILTTM LLC 1.0 EVALUATION SCOPE 200 EAST MALLARD DRIVE Compliance with the following evaluation guidelines: BOISE,IDAHO 83706 ■ ICC-ES Environmental Criteria for Determination of Bio-based Material Content (EC102), dated March PACIFIC WOODTECH CORPORATION 2012 1850 PARK LANE POST OFFICE BOX 465 ■ ICC-ES Evaluation Guideline for Determination of BURLINGTON,WASHINGTON 98233 Regionally Extracted, Harvested or Manufactured Materials or Products(EG104),dated October 2008 MURPHY ENGINEERED WOOD PRODUCTS DIVISION ■ ICC-ES Environmental Criteria for Determination of 412 WEST CENTRAL Formaldehyde Emissions of Composite Wood SUTHERLIN, OREGON 97479 Products(EC108),dated March 2012 ANTHONY-DOMTAR INC ■ ICC-ES Environmental Criteria for Determination of 1195 PEOPLES ROAD Certified Wood and Certified Wood Content in SAULT STE MARIE Products(EC109), dated March 2012 ONTARIO P6C 3W7 Compliance eligibility with the applicable sections of CANADA the following codes, standards and green building EVALUATION SUBJECT: rating systems: ■ 2012 International Green Construction Code (IgCC) Structural Wood Products: (see Table 2 for details) Trus Joists TJI®Joist® ■ 2010 California Green Building Standards Code Trus Joist TimberStrand°LSL (CALGreen), Title 24, Part 11 (see Table 3 for details) Trus Joists Parallam°PSL ■ National Green Building Standard (ICC 700-2008) (see Trus Joists Parallam®Plus PSL Table 4 for details) Trus Joists Microllam®LVL ■ LEED for Homes 2008(see Table 5 for details) Trus Joists TJs Shear Brace ■ LEED 2009 for New Construction and Major Trus Joists StrandGuardo TimberStrand°LSL Renovations(see Table 6 for details) Microllam®, Parallam®,TimberStrand®,StrandGuardo,Trus Joist®, TJI®, Framer Series®,Javelin°and NextPhase®are registered trademarks, and Edgelm,Edqe GoIdTM and Pro SeriesT" are trademarks of Weyerhaeuser NR Company. IMM Vern,(cation ofAtlributes Reports are issued under the IMES VAR Environmental Program These reports are not to be construed as represanting aesthetics or am,other :.attributes not specifically addressed,nor are they to be construed as an endorsemni of the subject of the report or a recownundation for its use.There is no warranty by ICC S*Evaluation Service,LLC,express or impked,as to mryfinding or other matter in this report'or as to any product covered by the report. pi FO lOF�eJ Copyright©2013 Page 1 of 12 VSAR.1008 ( Most Widely Accepted and Trusted Page 2 of 12 ■ LEED 2009 for Schools New Construction and Major (LCI) inputs that consist of aggregated data and the Renovations(see Table 7 for details) methodology contained in the documentation noted in ■ LEED 2009 for Core and Shell Development (see Section 5.10 of this report. The acceptance of this LCA Table 8 for details) information rests with the end-user. See Appendix A of this ■ LEED 2009 for Commercial Interiors (see Table 9 for report for additional discussion on LCA. details) The final interpretation of the specific requirements of the respective green building rating system and/or standard ■ LEED for Existing Buildings 2008 (see Table 10 for rests with the developer of that specific rating system or details) standard or the AHJ,as applicable. ■ ANSI/GBI 01-2010 - Green Building Assessment Decisions on compliance for those items noted as Protocol for Commercial Buildings Construction (see "Eligible for Points" in Tables 2 through 13 rests with the Table 11 for details) user of this report, and those items are subject to the ■ ANSI/ASHRAEIUSGBC/IES Standard 189.1-2009 - conditions noted. The user is advised of the project- Standard for the Design of High-Performance Green specific provisions that may be contingent upon meeting Buildings, Except Low-Rise Residential Buildings (see specific conditions, and the verification of those conditions Table 12 for details) is outside the scope of this report. Rating systems or ■ CSI GreenFormatTM (see Table 13 for details) standards often provide supplemental information as guidance. Compliance for items noted as "Verified 2.0 USES Attribute" are also subject to any conditions noted in the Weyerhaeuser and Trus Joisto structural wood products tables. are used for a variety of interior and exterior framing and 5.0 BASIS OF EVALUATION sheathing applications. The information in this report, including the "Verified Javelin® software and NextPhase° Site Solutions are Attribute," is based upon the following supporting building optimization solutions consisting of a coordinated documentation: package of services, software, and fabrication equipment 5.1 ICC-ES EC102. [Evaluation applies to IgCC Section used for customized design and detailing of structural 505.2.4; CALGreen Section A4.405.4 and A5.405.2; building products for individual projects, including complete ICC 700 Section 606.1(2);ANSI/GBI 01-2010 Section framing plans and precut framing package options. 10.2.1.1;ASHRAE 189.1 Section 9.4.1.3.] 3.0 DESCRIPTION 5.2 ICC-ES EG104. [Evaluation applies to IgCC Section Weyerhaeuser and Trus Joisto structural wood products 505.2.5; CALGreen Section A5.405.1; ICC 700 are manufactured from various wood species bonded with Section 608.1; LEED Homes MR2.2(c); LEED NC MR structural adhesives (where applicable) complying with 5; LEED Schools MR 5; LEED C&S MR 5; LEED Cl applicable ICC-ES reports as indicated in Table 1. MR5; LEED EB MR 3; ANSI/GBI 01-2010 Section Javelin® software ) specifies optimized combinations of 10.1.4.1; ASHRAE 189.1 Section 9.4.1.2; CSI residential engineered wood products and dimension GreenFormat 3.2.1.1 lumber in layouts for floor, wall, and roof systems with 5.3 ICC-ES EC108. [Evaluation applies to IgCC Section detailed framing plan and material list outputs. NextPhase° 806.1; ICC 700 Section 901.4(6); LEED NC Credit EQ Site Solutions combine products, integrated design and 4.4; LEED Schools EQ 4.4; LEED C&S EQ 4.4; LEED fabrication software, fabrication equipment, support and Cl EQ 4.4; LEED EB Credit MR3; ASHRAE 189.1 training to enable precut or panelized framing packages to Section 8.4.2.4;CSI GreenFormat 2.3.6.] be delivered directly to a jobsite. 5.4 ICC-ES EC109. [Evaluation applies to ICC 700 4.0 CONDITIONS Section 606.2(2);ANSI/GBI 01-2010 Section 10.3.2.1; 4.1 Code Compliance: ASHRAE 189.1 Section 9.4.1.3.1.] The Weyerhaeuser and Trus Joist®structural products that 5.5 Documentation demonstrating conformance with HUD have been evaluated for compliance with or otherwise PATH and DOE recommendations for advanced deemed to comply with, the requirements of the framing techniques,as summarized in Table 12 of this International Building Code (IBC) and/or International report. Note that the TJ®Shear Brace may be eligible Residential Code(IRC)are listed in Table 1 of this report. when used to achieve a target reduction of 50 percent The evaluation of the Javelin°software and NextPhase° or more in square footage of wall bracing constructed Site Solutions building optimization solutions for on site. [Evaluation applies to ICC 700 Section 601.2; compliance with,the requirements of the IBC and/or IRC is LEED Homes MR 1.4;CALGreen Section A5.404.1.1 outside the scope of-this evaluation report. Compliance 5.6 Software output of the Javelin®software with detailed with all applicable code requirements must be framing or structural plans, material quantity lists and demonstrated to the Authority Having Jurisdiction(AHJ). on-site cut lists for framing, structural materials, and 4.2 Green Codes, Standards and Rating Systems sheathing materials,to assist with waste minimization. Eligibility: [Evaluation applies to ICC 700 Section 601.4; LEED Homes MR 1.2, 1.3 & 1.5, CALGreen Section The information presented in Tables 2 through 13 of this A4.404.1] report provides a matrix of areas of evaluation and corresponding limitations and/or additional project-specific 5.7 Software output a the NextPhase° Site Solutions software with detailed requirements, and offer benefit to individuals who are led framing or structural plans, assessing eligibility for credits or points. material quantity lists and precut framing packages to assist in waste minimization. [Evaluation applies to The information on Life Cycle Assessment (LCA) is ICC 700 Section 601.5(1); LEED Homes MR 1.2, 1.3 limited to the boundary conditions, the Life Cycle Inventory & 1.5,CALGreen A4.404.1.] VAR.1008 1 -Most Widely Accepted and Trusted Page 3 of 12 5.8 Evidence of compliance with AWPA Standard T1-09, 5.11 Documentation establishing that the environmental Table 3. [Evaluation applies to ICC 700 Section management system conforms to the requirements of 602.8.] ISO 14001 or equivalent. [Evaluation applies to ICC 5.9 Documentation establishing700 Section 610.1.] .and documenting all major sources of primary manufacturing energy. 6.0 IDENTIFICATION [Evaluation applies to ICC 700 Section 606.3.] Weyerhaeuser and Trus Joist® structural wood products are identified with a stamp noting the name or logo of the 5.10 Consortium for Research on Renewable Industrial manufacturer (Weyerhaeuser), the plant number, the Materials (CORRIM) Phase 1 report (available at product trade name and the ICC-ES evaluation report http:/Miww.corrimaorg/rei)orts/2006ffinal phase 1/nd number (if applicable), and the name or logo of the xe htm), containing an LCA analysis performed in inspection or grading agency. The report subjects are also accordance with ISO 14044. [Evaluation applies to identified on the product and/or packaging with the VAR ICC 700 Section 609.1; CALGreen Section A5.409.1; Environmental Report number(VAR-1008)and the ICC-ES ASHRAE 189.1 Section 9.5.1.] SAVE Mark,as applicable. TABLE 1—REFERENCE STANDARD OR EVALUATION REPORT NUMBER FOR WEYERHAEUSER AND TRUS JOIST°STRUCTURAL WOOD PRODUCTS REPORT NUMBER/ PRODUCT REFERENCE STANDARD TJ10 Joist ESR-1153 TimberStrancr LSL ESR-1387 Parallamo PSL ESR-1387 Microllam"LVL ESR-1387 TJ"Shear Brace ESR-2652 StrandGuarde TimberStrando LSL ESR-1387 Framer Series®Lumber USDOC PS20 Pro SeriesTM Lumber USDOC PS20 Weyerhaeuser Lumber USDOC PS20 Weyerhaeuser Green Stud USDOC PS20 Weyerhaeuser EdgeTA9 panels USDOC PS2 Weyerhaeuser Edge GoIdT"^ USDOC PS2 Weyerhaeuser RBS USDOC PS2 Weyerhaeuser Sheathing USDOC PS2 Weyerhaeuser Plywood USDOC PS1 A WC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. .................................................110 mph WindExposure Category.................................................................. .............................................................B Z7 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................ Z stories, s 2 stories RoofPitch ..........................................................................(Fig 2) ...........................................$ s 12:12 � Mean Roof Height ..............................................................(Fig 2).................................................eft s 33' � Building Width.W...............................................................(Fig 3)................................................ �}ft s 80' Building Length. L ..............................................................(Fig 3).................................................4Wft s 80' We Building Aspect Ratio(LAN) ...............................................(Fig 4)................................................. I-1.M s 3:1 Vol' Nominal Height of Tallest Opening2 ...................................(Fig 4).................................................yffs 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'•3 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.s 6"—12" Bolt Embedment—concrete.........................................(Fig 5)................................................._in.a 7' r✓�/� Bolt Embedment—masonry.........................................(Fig 5)............................................ in.a 15" PlateWasher...............................................................(Fig 5)...............................................2 3'x Y x Y4* 3.1 FLOORS ✓ Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)............................ 6 ft s 12'or U2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 8)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Wails or SheanNall................(Fig 7)....................................................—ft s d N� Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft s d ^11i4 FloorBracing at Endwalls...................................................(Fig 9).................................................................... ./ Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)................I...... ✓ Floor Sheathing Thickness............................................... .(per 780 CMR Chapter 55)...................... in. .1,7 Floor Sheathing Fastening..................................................(Table 2)..$d nails at_&_in edge/13L in field 4A WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...........................1.5*,ft s 10' Non-Loadbearing walls................................................(Fig 10 and Table 5)..................... r4lA_It s 20' ✓ Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................I in.s 24"o.c. Wall Story Offsets (Figs 7&8)........................................M/�ft s d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(fable 5)..............................2x o -g ft to in. Non-Loadbearing walls................................................(Table 5)..............................2x_- ft_in. N/A Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)......................................................... %/ WSP Attic Floor Length................................................(Fig 11)............................................. ft M.. 4/00 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................ ft a 0.9W � 2 x 4 Continuous Lateral Brace aQ 6 ft.o.a ..(Fig 11).............................. ........... ...............NJA �- Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).....................................0 ft Splice Connection(no.of 16d common nails).. ...........(Table 6).............................................../4?P 3 C AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CM 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(Table 7)........................................................ Non-Loadbearing Wall Conner ions Lateral(no.of endnailed 16d common nails)...............(Table 8)........................................................ l��R Load Bearing Wall Openings(record largest opening but check all•openings for compliance to Table 9) Header Spans ........................................................(Table 9)..................................2 ft__tb in.s 11' Sill Plate Spans ........................................................(Table 9).................................. 5-ft_in.s 11' ✓ Full Height Studs (no.of studs)...................................(Table 9)........................................................ 11-- .i Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................._ft!in.s 12, SillPlate Spans...........................................................(Table 9).................................. ft_in.s 12' N T' Full Height Studs(no.of studs)....................................(Table 9)........................................................ N�' Exterior Wall Sheathing to Resist Uplift and Shear Slmultaneousv Minimum Building Dimension,W Nominal Height of Tallest Opening2 ..............................................................................f'2s 6'8- Sheathing Type..............................................(note 4)...................................................... Yw%). ✓ Edge Nail Spacing.........................................(Table 10 or rote 4 if less).....:.................. Field Nail Spacing..........................................(fable 10)................................................. .12fin. ✓Shear Connection(no.of 16d common nails)(Table 10)........................................................1FT _� Percent Full-HeightSheathing ..... .......... ........g.......................(Table 10)............... % p 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening2...................... ¢''2s 6.8" .................................................. SheathingType..............................................(note 4)......................................I................15lArWh ✓ Edge Nail Spacing.........................................(fable 11 or note 4 if less)........................ ,n. ✓ Field Nail Spacing..........................................(fable 11)................................................./ in. Vol Shear Connection(no.of 16d common nails)(Table 11)........................................................ FT Percent Full-Height Sheathing.......................(Table 11)....................................................3$ 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)..................... Wall Cladding Rated for Wind Speed?.............................................................. .................................................... �!II .. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Webske) Roof Overhang ...................................................(Figure 19).............I�T its smaller of 2'or L13 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=17oplf o/ Lateral.............................................(Table 12).............................................L=17m pif 7 Shear...............................................(Table 12)............................................S=_-14 pif �- Ridge Strap Connections, if collar tires not used per page 21..... (Table 13)..............................T= plf^� Gable Rake Outlooker.........................................(Figure 20).............. ft s smaller of 2'or U2 A//�4 ✓ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. Lateral(no.of 16d common nails)...(fable 14)............................. .........L= lb, Roof Sheathing Type...................................................(per 780 CMR Chapters 58 Ca�59)......fg "'A.r� ✓ Roof Sheathing Thickness........................................... ...........................................�/}�in.z 7N9'WSP Roof Sheathing Fastening...........................................(Table 2)................................S. ..,1.. / ✓ Notes: / G.. L — 1. This checklist must 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 2. Exception:Opening heights of up to 8 ft. shall be permitted(when 5° i e percent full-height sheathing requirements shown in Tables 10 and 11. p 3. The bottom sill plate in exterior walls shall be a minimum 2 in. re treated#2-grade. S. ZONE: J - RF-1 .ri tier Area (min.) ) SF(RPOD) r ��.�o• /� :{ - Frontage(minin) 20" Math cks(m .in) 125' o`a:':. •.�. ` ,0 S.. - Setba oF��a 0 .•' � Front JO' Side 15'Rear 15• oc3'0w� �\\ Ci '•`'• c.<`;:•.' '.rj;. 6' \\\ OVERLAY DISTRICT: `J AP — Aquifer Protection District FLOOD ZONE: j 5 VVV Zone A73, B & C(see plan) Community Panel No. •p, LOCATION MAP: '�?50001 Julyy 2.009'92 D 1'= 2000'f \ Ar,hor S ASSESSORS REF.: Map 163, Parcel 24 o / f DIRECTIONS: From Hyannis - Follow Main Street to the West End Rotary, and then take Scudder Avenue; At the stop sign take a right onto Smith Street, which turns into Cralgville Beach Road; At the stop light take a __ // I 1 s '�J S ------ 7.9. left onto South Main Street, which turns into Main ---------- r Street after bridge; Take a left onto West-Bay Road, and then at the stop sign take a left onto Wlanno .%� -------- Avenue; Site will be on the left, 1428. Benchmark: Nog" Set Edge or Pev t =El. 9.45' NGV 1'29. '\ �• // �' .6, r" I Wed -dF1 9.P B all M Fall 2010 \ i 50It ••\ a ' 2 Sr Wood Dwalrng /428 Wianno Ava \ \ \ r Q /0� / 59 78roB50 E _ \ OO \ S \ I ^4ha Jp \ i jo o@ Flood Zane Lines From FIRM Map Community-Panel Number 250001 00160 Map Revised July 2. 1992 \` NOTES: PREPARED BY., U W 1.) The property line information shown was compiled from available record information. Sullivan Engineering,Inc. 2) The topographic information was obtained PO Box 659 from an on the ground survey performed on OstervBle, MA 02655 or between 10/MAY102 and JO/JULY/02. (50)428-•u44(soa)428-9617 f J.) The datum used is NCVD '29. 4.) Location of Existing Shed Per Proposed Plans. Draft: JOD 5.) Wetland Flags Located By Sullivan Engineering Review:PS k D WISE•SURMA•JONES-ARCI FMM F-77 / Am'RNI�MDD-RD.W O27ae '-I Yws)mT•s3n 7 I ELEVATION#2-ROADWAY SIDE ELEVATION#1 COURTYARD SIDE sw.E:w•-ro L_J /fir �/� SCALE:tIr=t'd he'CEOW BRAC%ETS LETINTO l.{ V- MAIN PO.^.IB LAND SECVlEO eEm'EEN `TANLEY SUI%NO BaRt1 DOOR IIAT♦flN01fE - aR W h10-LARDERS aLONO PERBAER MODEL/%2MI TRrSC%AND%286011AIATERS ALONG No• I M Q)IrlO GALV 1wB180.15 M ALL SEQriEpTO.PSSOpATED MPADWARE INC1LIpN0 ROOK DUDES SILL TIIABERS / I DROP SECTION W IIOMZWTK PABRCATE CAP RAIL FOR SCREEN 1 AIDINDT w:lwR - WALL GRW SILLVAGED hSFLOpdNG Tws LoCAanw mEmeERs FROM PREvlolts PORG 2 REtmvAnon PROEGr - ----__'—_--_---_---'_— S — .. 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ANCIGRBOLTBETINroOtUTTAIDOICRETE °f"ENTOs'r'I'�Pe^DTEGR01ID®2'•o�• Patricia and Nathaniel Gregory Residence I - WWI INAWIIDN ID.11l ANUIUitl0.16 - � ,�_J cI usEDrocoNra:cr ITE SILL RATE Proposed Garden Shed pROER ARg1tID PEPOIE'IERW - BIORAOE9IED �CEpIRTNP /// g SNYS'.swv1APPED CEDNi 61p LETINTO TOPS CA V..SS&TS - • AwuEONpr¢aarAUT ro earEo lstNo ve-D aAiv.Sous fL BaTS PER POST I ' Wianno Avenue laDO PERPA E PAIREDCEDARFULLhIPFEROM I OstcrvWl ,NSA SPACED BEIN'F NP TS aOO II �I I mEw�f6 ONE OFWUNAm.�i6 \\ TITLE I DOUBLED W AT EALN SIDE W PO6F I rOy _.-- PR.P.T.h65tURATE3 rm.couAR nFs roDE.zw®:ttr ea. it II I I II I L� _ �— Plans Details and Elevations SIMPSCN LSTATO^TRAP TES ACR069 PaTEDCEDAIi FULL h1P PEROOW N MEMBFIC SET INTO TOP W TWWRIOOEATEAGNRAFIER•TPIGL II I� I I II CEDM 618 POST-IYP FORS SEl3 .. C WASHED PF.A STONE ON WEED _ —ER FA®BCIIy � SCALE:A,Nm iGODE ROOF BwtgLES ro _ AaTOI MaNtOUSE ovER t>r ROCRrc r y I sWGIE.FLLL htc PERDOSA DATE:Scptcmbcr22,2008 • PAPER OVER SlS PLYWODDROOF II II I, II MF.mRF.RS BEr ONTW KPRRmnRV sIEAIwNo sEtanEoroRAPIETa Tam _ DRAWN:07 . D.• NNUNG SCHEgyE TABLE TIDGW060S1.1 IdFAD1ER9 • FASitND S,SHS ETE RETMNND WALL TO 1 1 ALL PERODIA MEmeERS TO w SEQlED REALUN OR NEW—CWCRETE RERS SBAPSON IMDBCANE TE DOIATt IW 11P I II YMM SIMPSON AX CLNB. DN OFM TRSOOT FOOIUC,=c P AT EACH RAFTER 1' FORLCCATONS - - I - _ DRAW LNG.NUMBCR b — b 1NALLSEf:TI6N PROVIDE setw eLapwm a.Q+D ueE r-r sk 0. 1 °F�' RTM^TNALLS10�+r ROOF FRAMING PLAN SCa.E:1Y•1'O- WSlIpNO BARN DOORS..HDYV1NalDED SCALE:1/A-•1'd is ra rr za • i Nor Penrtil - - Ov✓iVi•CIIRMA•Il7NF_-ARl'.1117FL'PS I e i No GREGORY JONES-ARCHITECT I HIGH STREET SOUTH DARTMOVTH MAS-UMI I I Oq (508199T.59TI II BATHROOM U I I I Ezlsn o o 20�1 II II J CLOSET �1®V I. I I I r, HOME O - J --- N p� -TC\N BEDROOM#4 _ E%ISTING �I_ .'- .%r• NOTES STAIR HALL POSSIBLE NEW BEAM BENEATH DORMER BEDROOM#3 \U\ FACE WALL:SHOULD DORMER WALL HOT EXISTING LANDONADEDICATEDnIPFLOORJOIST 'r ' REMCV ILKLSTINGWINDOWANDINFILLOPENINGWRH INSTALL NEW I SMNIP LA BEAM INSIDE NEW FRAMI=SHEATHINGIFINSHES AS REOUIRED TO EISHNG FLOOR PACKAGE TO ASSURE ' 1 CONSTRUCTNEW MATCH AIMACENT SURFACES BEARINGCONDRION.Po$TDOW ToE TING �-ACCESS PANEL TO BEAM OR IN WALL BELOW TO FOUNDATION 1 I --------------------- ATTIC SPACE BEYON I .Sa3• DORMER CNEEKIENO WALLS:VERIFY CONDITgN ---- ----------- -��- LAUNDRY/CLOSET BATHROOM A•.a•_ 'RENOVATED NEW DORMER WALL TO BEAR ON EXSTIND FLAT ROOF OFSUBELOOR ANDNAIUSHEEK WALL _ AS MAV BE NECESSARY.CHEEK WAIL SHOE ,�' FRAMING MEMBERS(BELIEVED TO BE AT(EAST IYS'®IB• -' '� CONFIRM IN FIELD)ONCE ITIONOF MEMBRANE ROOF HAS BEEN M ATESMBE S USING SCREWED TOPAIRS FRAMING WASHER/ $ SHOWER NEMMEDCESSARY NFIRM TO TO RAFTERS DORMER NALLSHOE AS TIMBERRSUSCR USING PAIRS OF JI'' DRYER SHOVER NECESSARY TO SECURE TO RAFTERS DORMER WALL SHOE PLATES TIMBERLOK SCREWS 'Q "' -y' r_______%_ _ - - TO BE SCREWED TO FRAMING MEMBERS WI PAIRS OF 0' TIMBERLOK SCREWS L. LL4 rL TVADK6 :A-CS-Rs---------- OF I �•- �I� `I I APPROXIMATE OUTLINE OF OUTER FACE EXISTING STRUCTURE BELOW SHOWN DASHED `.. I I I j �y BEDROOM#5 n 11 ''fIIIL\\` BATHR6 I wacoFl It I \ NEW NEW IN_' - Q TWlW6 _pY________'', a-NEW FULL NEK;HT BEARING WALL H -84 I" _ REVISIONS: ALIGNED WITH WALL BELO✓rRSHOWN DASHED) EXISTING FLOOR FRAMING: t TO SUPPORT ATTIC FLOORIROOF ABOVE BEDROOM#1 'Z°%°°' i i FULL DIMENSION311P®IB'O.C. I ii jj i EMS,WG - OBSERVED IN FIELD INSPECTION j II �i II I I �.. BATHROOM - r I - E%ISTINdRENOVATED _ EXISTING DORMER TO BE REMOVED '' 'i I I BEDROOM#2 - I EKISTING BEARING WALLS BELOW SHO1 DASHED SXOWII DASHED U___4________- 1_____ ' i I. II I .` EXI TWONENOVATED ' EXISTING WALL TO REMAIN DORMER CHEEKIEND WALLS:VERIFY CONDITION ''�- ,---II - ----- �� ) I , i OFSUBFLOOR AND NAIISCREWTO FRAMING I AS MAY BE NECESSMY.CHEEK WALL SHOE ; ' D.. R 4;" .% i I``-' I i�l.--------------------- -i4 PLATES TO BE SCREWED TO FLOOR FRAMING MEMBERS USING USING PAIRS OF ^ TIMBERLOK SCREWS --_______ ' IO�O_'O' + NEW TILED SHOWER WITH FRAMELESS I I I I I C GLASS SURROUND I APPROXIMATE OUTLINE OF OUTER FACE ` CORUW THRESHOLD OF EXISTING STRUCTURE BELOW SHOWN DASHED I Proposed Addition to the P ,.; Y-, �___—�i -` �� i Gregory Residence I I I I Wianno Avenue m l'.a' '' '• I fpr I Osterville,MA d' TITLE PROPOSED SECOND FLOOR PLAN SCALE: Tn I ` 1 Proposed Floor Plan d I`-------- SCALE: 1/4"=�.-0„ L--------� -J DATE:October 4,2017 DRAWN:GJ DRAWING NUMBER A-01 ISSUED FOR PERMIT 0 GREGORY JONES-ARCHITECT ' PROPOSED NEW DORMER -- - PROPOSED RE-BUILT DORMER - GREGORY JONES-ARCHITECT ?I NIGH STREET`SOVnl DARTMOUrH M SSATTS' (308)997-39r1 ICEANDWATER SHIELD MEMBRANE AT ALL ROOF EAVES TO S BEYOND FACE OF EXTERIOR WALL - MATCHALLOETMSOFADJACENTDORMER—L J�.c�•<�S/,•rNvJ�_! _i.._/;.�.•i�il..i.: ... F.1 ` - OVERHANGS.PITCH,ROOF BREAK ETC.,TYPICAL L --- -- r- - - -- .. • WHITE CEDAR SHINGLES SEXPOSURE REMOVE EXISTING TURRET WINDOW PATCH BACK ALL FINISHES TO MATCH, WEAVE ALL CORNERS-TYPICAL - . - 514ti4 JAMBxB HEAD AZEK(OR EO)CASING WITH AZEK(OR o )SUBSILL \ AL NEW ANDERSEN,COASTAL SERIES WNDOWS {-' - TWlBGB TWlBCB _--J—L�J_I_�---'_L�-� -- - -. �-I� CC STEP FLISMING AT WALUROOF INTERSECTIONS•TYPIC J �'— —`. NEW WIN PATCH BACK SHINGLES MATCH AROUND DDOWSRRIM AS REOU RED L ' - —__ --_ y\ - LCC STEP NG AT ALL WALUROOF INTERSECTIONS L — _ NOTES ----- F--- --_----------- si AEI Et(: ' • I I �� I I I 1 f � f I�1�4 I HP EXISTING ENCLOSED SCREEN PORCH TO REMAINJJ I '�LJ � ® W I uu 00 ODI ILL - - --- -- - -- ----- SOUTH ELEVATION SCALE:yr•ra - MSTING MRMER TO REMAIN PROPOSED NEW DORMER ENLARGED BATHROOM DORMER REVISIONS: DETMSOF NEW DORMER ROOF TOMATCH - - DETAILINGOFEXISTNGDORMERROOF MATCH RAKEIEAVE DETAILS WITH EXISTING - - ,. DORMER ON OPPOSITE SIDE OF TURRET — 1 - LCC STEP FLOSSING AT ALL WALUROOF INTERSECTIONS-TYPICAL, _ L11D+1 ,� I ' II�: '. PATCH BACK ROOF SHINGLES TO MATCH .. ASREOUIREOAFTERINSTALLATpNOFNEWDORMER - u u I . ---- I 'LCC FLASHING AT WALUROOF INTERSECTION Proposed Addition to the - Gregory,Residence EXISTING ENCLOSED SCREEN PORCH TOREMAIN _ — WerlflO AVer1U8 - ' TITLE. TS ILIJJI — Exterior Elevations SCALE:, 1/4"=V-0" - 'f DATE:October 4,2017 DRAWN:GJ DRAWING NUMBER .; WEST ELEVATION '" - scALe: EAST ELEVATION - B�E N..'a A-02 ISSUED FOR PERMIT ' 0 GREGORY JONES-ARCHITECTi; - - ROOF CONSTRUCTION:ARCHIT ' ^h1� EASTN HOUSE ROOF SHINGLES TO FELTS jt:-�"��14•�'IQ EXISTINGHOUSEOVERIS/ROOFlNGFELTS OVER SICEXTE FRAMING MEMBERS.RLRAFTEATMING ON ROOF FRAMING MEMBERS.FELL RAFTER BAVS 1 IAITIMSUH212•CLOVERED B 5IO U N ,�,q V 4 HIGH ATtON PERFORMANCE By S IT UNFACED NIGH PERFORMANCE FIBERGLASS BATTS � Y (� H, GREGORY MNES ARCHITECCT ]I HIGH STREET I..DART .O- AfA55AC E 12 (50])997-59T u� ICE AND NATTER SHIELD TO]'BEYOND FACE OF WALL AT ALL ROOF EAVES 2 AND AT N HIM CLIPS AT EACH MAIN RAFTER AND AT EACH RAFTER TAIL AS SHORN E REDWOOD C FIR GUTTER ON.3 STRAPPING WITH VENEER PLASTER SKIM COAT REFER E FRAMING PLANS FOR ON P.T.SPACER ; REQUIRED HEADER AT ROOF PAINTED SCOTN MOULDING ON 1�]STRAPPING®1C O.C. BEADED BOARD SOFFIT _ 2 12'CROMW EX OR EQUAL WI r FASCWAZEKOR EQUAL / L.C.C.HEAD FLASHING WI Er HEAD CASINGAZEK OR EQUAL - LA HEADER•REFER TO FRAMING PLANS ANDERSENCOASTALSERIESDOUSLE I HUNG WINDONAREFER TO ELEVATION FOR SIZES .'I / / NOTES WALL CONSTRUCTION: I MITE CEDAR SHINGLE511EC EXTRAS OR EQUAL STAINED TO MATCH EKISTING STRUCTURE OVER AIR INFILTRATION - MEMBRANE OVER IM EXTERIOR RYWOOD WALLSHEATHINGONnlrV DSTUDS ®1C O.C.FILL STUD BAYS WITH 2IW CLOSED CELL INSULATION COVERED BY ]In'UNFACED HIGH PERFORMANCE FIBERGLASS BATTS COVERED BY I2• FLOOR CONSTRUCTION: 0 UEBOARG R I COAT ASTER VENEER CARPET AND PADDING(NOT W CONTRACT) REFER TO FRAMING RAN FOR INFORMATION �OVERWTISGP ODSUBFLOOR SCREWED AND GLUED ASOUT REQUIRED SUPPORT BENEATH // TOFLOORFRAMINGMEMBERSFlLLJ SCREVES WITH L IM UE B•FlBERGlA55 SOUND BLANKETS AT INTERIOR FLOORICEILING DORMER WALL _ BL01M 41,1 CLOSED CELL INSULATION COVERED BY S•HIGH ' \� PERFORMANCE UHFACED FIBERGLASS BATTS LCC FLASHING AT WALL ROOF INTERSECTION /•�/ FIN.SECOND FLOOR EL.••11.50' LCC FLASHING AT WALUROOF INTERSECTION SIMPSON RRHANGER 1 T-7 T CONTINUOUS I EMER I REVISIONS: r.1• Proposed Addition to the Gregory Residence Wianno Avenue Osterville,MA TITLE Section Through Dormer FASTING DOOR TO REMAIN SCALE: 314"=1'-0" DATE:October 4,2017 DRAWN:GJ FlN.FlRST FLOOBEL.-o.ar A-03 ISSUED FOR PERMIT 0 GREGORY JONES-ARCHITECT A,a�nnn-b ED GREGORY JONES-ARCHITECT SMOKE DETECTORS REVIEW 31 HIGH�EETSOUTH D,RTMOVM1aS3A,,D3� (50819RT-39TT BARNSTABLE BUILDING DEPT. AT FIRE DEPARTMENT DATF. BOTH SIGNATURES ARE REQUIRED FOR PERW I NG / pO- NOTES Inc OL kdb W \� I � 1 qP I� 7 P2 REVISIONS: PROPOSED ELECTRIC/PLUMBING PLAN - SCALE:u.••ra ELECTRIC LEGEND PLUMBING LEGEND 1�} YORECESSEDLED WNf RKII1RE:PWUPSNGMOUER SURFACE UMNTED RWAESCENT FIXTURE- —TH p-1 WATER CLOSET:KOHLER 2-PIE1E WHITE ELONGATED BOM MEMOIRS IO<9C { T "TECASTER LEDWITHYMUTE.BEN BAFFLE.IC HOUSING O SEAGULL WHTNG 2 IAMP FIXTURE..LE-"OR EOIAL O ` OBBLLMEN.2i0Ot CCTUGHTEHGINE C05 OUPLIX OLET-0 ND FAULT PROTECTED SI RFAUCET SY—:KOIIIERK•IMBJ RES T UT RWIIOED BY O/ ER ANDNS.LED Pl SHOWER TXEADK I..ALL IN POUSMEO CIB.SERIES U.FlAU DFRTNISCGNT—T. ® IUNPWIRED SPOKE DETECTOR A SURF.LCEUOUNTEDLIGNTFIXTURE2FMIEDBY_ER 0& WMYYREDGRBONMONOMDE/SMOKEDETECTOR P� LAVATORY:PEDESTAL-T.B.D. _ Y AND FISTAUED UMOER THIS OONT FAUCET:KOHLER MEMOIRS CROSS—OLEO FAUCET Ke1 WS CP A SHOY,ERF—..COMBUUTKIN 1 SNGLE PqE SMfCN TUB FlLLERSHOvrER FAUCET:K01¢ER MEIApIRS YIASSIC �y F EM WL V TXGHT COMB-1014 UNR OONNECTED TO h THREEMYSMTCN p'A K'TABL-BCtP fl4TYSHONER FAUCET REWTE LO TEO FANTECH NLIHE FAN.--COMRETEY.IT.ALL I. DMMER SMTCH SHOWER HEAD K IBIS]ALLNPIXISHEDCHROME ECESSARY 011CTS,S1a1TCHES ANO ROOF PENETRATKNS fc*1 GBLE TELEVISION IXITLET 1 ®�- SPECIALTYOUTLET•APR4 ® TELEPHONEOUTLET Proposed Addition to the Gregory Residence Wianno Avenue Osterville,MA TITLE Plumbing & Electric Plan SCALE: 1/4"=1'-0" DATE:October 4,2017 DRAWN:W DRAWING NUMBER P E-01 ISSUED FOR PERMIT O GREGORY JONES-ARCHITECT I g id 4 ARCHITECT fir r _ 31 HIGH RY JONES H �D�I rs - - ®60F IN OVER FARMED ROOFIN SHAO�E,DAREA v�. •Q, q TO REMAIM TING N PMBREL ROOF PUR LIN v m NEW h1R RIDG 1 h RR AFTER TES TIGHT T A UNDERSIDE y _ 1I OF R111 IDGE®15.O.C.TYPK:L N >_ r z �. NEW hB•RAFTERS®IB•O.C. _ —'�'- •�` NOTES ai112-un. ..-_.__. r•_.t - T 4- .._ _ MUYVnV ROOF ROM FASTINGE RS B GAMBREL ROOF PURNG AFTER EXISTING DORMER ROOF PROPOSED ROOF FRAMING PLAN FRAM ING HAS BEEN REMOVED.SLOPEOF DORMER ROOF TO BE DETERMINED T -. SCALE:,Ia••i S BASED ON A T.O.PLATE HEIGHT OF TO A.F.F. SLOPEWLLBE LESSTHANEXISTINGDORMER . .. y'.� - ROOFSLOPE \ - I' INSTALL NEW EPOM ROOFING MEMBRANE ON \ ` 1 _ FLAT ROOF AS REOUIR ED AFTER INSTALLATNJN OF NEW DORMER WALLS. IL i f 9 I ----------------- -r - ------------ -- -71 I, ---. I ------�1 F 1 / REVISIONS: -1------— _ = --3 1-_ 1 - ---- -- ------ - _ _ r _ - I f , ' I LUSH FRAME INTO AMC FLOOR SYSTEM i i�EXLSTING BEARING WALL TO REMAIN I i I 1 I 21 h1O AN 1 E COX W SIMPSON ROUGH HANGER. I I I I $ B HAN 4-----------------______„I r T r- T }i .. .. !1 i 1 ; h5•KO SPF JACK JOISTS QLL ru II ---------� _ I (Ii w lj I I I .-1 J i rNEW DORMER ABOVE 1; NEWCOMER ABOVE`-� -- I� II SHOWN DASHED f ilI ' SHOWN DASHED O TYPICAL CE'IG JOISTS:nW KD SPF®1B•O.C. 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DRAWINO NUMBER PE-01 Issued for Petit •WISE•St1RMA•(ONES-AROMEMS i WISE•SURMA•JONES-ARMIM 24 SIRE SnQET NEW a FOI D,MA 027Q PAAX I5BEl9974M 4= :r IT KITCHENNOTES EITnH0 0 DECK Elev.-13.61' II I I I I IwTw roauuA sl>A� \ II II I I I I DINING ROOM I I I I o�IMo mmr I I I I c�eooMA.D INIM A I I I I aA..E Nroaalx,YnANr�wr 1 _ I I I I Iran— CROMTI:6 m O A01 _ I I I I wins:suY cwT wwsreavAMr II II I I I CElMO'SgY°011T 0.AS,HLVANI I 1 __________ 1 I I 1 i t 1 1 FAMILY ROOM I I 1 I, T.D301HEL.�I4AR I I _� 1 b C O I I I I b 11 BASE:T$0.AWf I I 1 . i. 1 i wiws:iwu m�i�gAB,etvAMr i i i REVISIONS: I CER HOa t?vo 0o rA.rt y tm i i i i i i i 1 x NI09/13/ll-Mlscell@,mus Revisions I I I � 15 1p I I , II II 1 S3p . � I it II I 1 1 j I II I - • I I I !%Fi>?lm CEI+q MTTl11 I I I 1 t@ 1 IX1—�O6FUSHt9 �� I 1 LY L 1 I 1 b � I II II I 1 1 1 1 1 Dm Addition for Patricia and Nathaniel Gregory Hoare 428 Wianno Avenue Osterville,MA .y Map 163 Lot 24 Zone RF-1 Tm.E I xaa} FIRST FLOOR PLAN' 4' SCALE:1/4"=t'-V . .First Floor Plan DATE:Septmber 16,2011 style:Vc=ra DRAWN:GJ DRAWING NUMBER A-01 Issued for Permit • OVYISE•S(JRMA•IONFS-ARCFRIECIS 7N WOOS All W WISE-SURMA-70NES-ARCHf1LCfS u t}STIPa SIRFEF ne,v ePD108m eu onao pm1971.91n PA% 99')-0991 r 7,.3. s i PVC RaLwG5v91F11 — �t fill �QIGI�t ^^44rr�, /SNVIT ROOFSMYRF9 ICE A1O w�TFF 6REID � . IILpYi WfiOYS6FAVE9 :�;�� MID AfRCB9 NV RCl7a9 ' W(FD/1R F.l�ll CCPFBt DONfIS4Ql19 - `� HfIG1tO�YDNR®NMfE wurE cfou+ooloPSMo.sl FNDlls+l NOTES CaENERSrrFrn 1 E3 sl.ucFnwcnn+a ::a S fFDM sea>. C/SEYEM nvOOMwIfR FO®TRAN90Y IiBO.E ,m 101 O le! lM ATD.FMAA.rI�.E@ �T.O.FMR8,r1�AC III I I E� r�Tp,nETurlo � El � I 1J ,t��g,cvenrx,>�c I I� I I y L------- -------� 1�0t�.CD FCROSP/�89 I tr�� 'go", 'South Elevation ;s East Elevation r-lor ao. rar Rm sme:vim-ra \::::�' F1 7El lwlmx lwrroa ' m 1M REVISIONS: WINDOWSCHEDULE at09/13/11-bfs llen wRevisi= sarr:vim-ra �RBERs>:R oorsra a sER�s Ixoons wa tarw� NNRE FJnERgR,P11R1®wtl1E.rmto, or RUB®4iPQE IMRONIIRE RICI,FERFOIY4ICE InlrE.tzlznc TRUBCENE HSECf 6CR®1WQfE Den Addition for VMTE omw SMRGIID Pr,Rr FOiOI ImeRm.Rlamame ro Pahicia and Nathaniel Gregory House eEaw nar BEwv sEooto Fwa R 428 Wianno Avenue osterville,MA Map 163 Lot 24 Zone RR I �wRs,sPoartw�o�ls RoreTwsvuoonroluroR TI77E ' 1 EM19DE CP PORCR RCCP SISFJSITIE 6 EA41NOM1OQv ® ®® ® ® io BRO 'NenRALOR ExTERioRELEVATIONS m j Om DATE:September 16,2011 UU DRAWN:GI r.o.mjtE-•i�.� roswRa»I� DRAWING NUIoIDER � A-02 West Elevation North Elevation LmuBd Im pennit smr:Ira•.ra . scar:vim-ra O wISE•SIIRMA•lONES-AR(1RIEC1'S ............................................. .................................................................................................................... ................ .................................................................... ......................... ................ ................... ...................................... ........... ................................................................................................... .............................. ............................... ............................................... ................................ Lee WISE-SURMA-JONES-ARMIM TYPICAL ROOF CONSTRUCTION: ROOF m (5WM� T.O.RIDGE —E OVER 1W T PAX(5m�49" PAPER OVER W ROOF�TKRG W myemw� ROW Omuuc� s/YIY nOmmmR s T�OTIK TO P.�F�MD� D. 12 7 Coffer Detail p ADU K NOTES �rRAFMRTXLM�MD LV�—. -D IIDIERm ATTIC SHUDAROUNDPEMeMOFROOF Lw LFMAV Lo�TM V T. S yk- P�CEBIwjm31'..DQ1 sowo. METAL ORP EDGE TnR ZMR ON PIIOIAli T-A11A— 00�07�03� r OEQAR F.SCA sEDND ADeD— _LEDfERSELLfEDTOYINLL FRM9ID LL vOM WIN iNSLLAmm 1w BLL.EROVW W5101.00AT PLA9TEA w FAMILY ROOM [CAL FLOOR CONSTRUCTION: Np WROOR OVER mw,W�_��—w P=� AID FL(EOiPA16OI R,VWAILSMD PEXRADNNrI TIUBIWGOVER rUOPLYVWDDDSU0FLO ELEVATIONS FOR OESK9ATOW5� MUEOMD SCREMOTO FLOOR FRAWRiAEFEIi mFRw —FILL FLOOR" AE M�.SFORA�ALRVALLEOF MANTLE-T.B.D. TYPICAL WALL CONSTRUCTION: Cj W TN EDGES TAPED SEOAED TO 1? REVISIONS: #1 D9/13/11-Misce[janecus Revis;imns WFFBAF T.B.D. 0%nN T.O..U-LQ�CIR V1 Den Addition for Patricia a Nathaniel Gregory House nd 428 Wianno Avenue CRAWL SPACE I III Osterville,MA REFER M�.M W, Map 163 Lot 24 Zone RF-1 TITLE Building section SCALE:1/4"=1•-0" DATE:09113/11 DRAWN:GJ w Building Section DRAWING NUMBER A_03 Issued for Pemit ................. .......................... .................... 0 SE-suRmA.JONES-ARCHTECTS .................................... .................................................................................................................................................................................. ..................... ............. ........... .............. ............ ........... WISE•SURMA•JONES-ARCHIIEM N ��RR Y NEW 7."" F .MA OTlb M 99ld9N AIC(503)991-0990 � y LEGEND 1 FEC MLWIfGl1TF1ItTUP O—TUNJOOtO (�Q T EL.OSB]OwTRTWO WITRIMOREd1.L � (�,��r••JrJ�D•V�f�` z wLLL YOINrINGMESCEnr UOMYI)OIfB E10E(t101Y 01HF%OURET K1R_i V 4y F1iR1E9 PftJYT®BY QNEriNUNBYNJPD � -- V�1 M90aIelYLY. �] IFJUTM WOGIFD dI BnI00l �� .. Y . Irruun'ourD TiwFlcan �OM� 1 ®fate YCleswTOY TK wnu wiaen lrrJo�smfrruTu+E b onYeR swrof uofflatlFa w.rrEcwetFus�fufmlr>E YO(TI.YE A swrwwFaorumn taNfaNRaFJucwusYo wfG+matstftwte eTFP YINRE `�. I wnuw,LwReTEewR wTtlfsw,ttsw,v 90 oxen olmErcaavaF,uaTcroTa Fo I I�1CJiB1E TElEV18W YQ � �NEDSfY0YE 0Elgl0R �` ryT� aForwlteoYf un��atEcla+ T T9H1bEJIia ton V OLTM)E R�01M1M YEtT rYY3✓JYp3rAT 1 OIRE%OUIIET-V.NTE 1p OtwOOURET-YmTE f dROt OI1REf-fR1rwN®-MNIE �UMEO tMs�OWm/�Ct fuDlreiutm .fj FlmrNa)oFIg6E 9B 1Sj3P$WF_sVEOKrr Ol111ET-MRYHE 111 NOTES towwarnra:tamraoR eucwruafrt Ptrrtme arR KITCHEN U RF.CEB�VIID BNlrifv RNl➢U P-1 PItaV10E ROUGH PLUA®NO fftEllM fiAOR ��' . INI,l ftllUiFL—IIOr.ODL091PP1Y,VEHTAM OIUIM LIIE4 F'pt E 011R91K f I I NUN 0- I I O I -• /\/�/p��/� VIM/ I I I I I I I I l r _________• I i �___ _1 _____F YRAMILOOM_______ REVISIONS: I\ II I (( N1-09/l3/I1-M'iu revisions —— I , 11 11 II II / 1 II I I II � P-tl I ii ii t I II I O I I I I I 11 II I . 11 II II II 11 FLU9f wCC0 AG.Of'FU.gAS !I_ ___COaRpOUTE I.GIIAtL!$OlN♦mY I` I1lDlpapipYl4 VRYIY ARCJIRFrf J t //J Crawl Space Plan First Floor Plan Scale:l/e'-1'd - stole:llS=I'd i ii ii I ----------- Den ° Addition for Pg � 'hicia and Nathaniel Gregory House 428 Wianno Avenue Osterville•MA f Map 163 Lot 24 Zane RF-1 TITLE PLUMBING AND ELECTRIC PLAN SCALE:1/4"=r-o" DATE September 16,2011 DRAWN:GI DRAWING MJN%IM PE-01 rssaed for pearnit O WISE•SURMA.,ONES-ARCIff1ECfS .y } z WISE•SURMA-IONES-ARGMEM New eeAF04D,NA=40 vA�icT m�'vnom �OCLY S. NOTES KITCHEN olsrnc 1 DECK E11v.�13.61' II I I I I w1Ta1 T°ewwA�AOE / � II II � I I I I DINING ROOM I � � I I I I o5slwc Q i 1 K I I I I o�w�c��No Islnee 1 y I I I I T.OANRH!— I I 1M I I I I NvoNoracNldMRIFJIT I - __-_-- FLOON:51?TIG IUTANRV I [IASET.e0Y1Wf 1 1 I I I I � OTWf I I I I I __-''- - 1 I 1 I I I 1 1 FAMILY ROOM ? W.WOD___� O I I I b I I fLl5E:T80.AW1 l i l i w�i°us.'rmN miAarFnawr i i i _ REVISIONS: ^ I I , I I OE6aq:st?YCROO.'6PAMf I I 1 155 q l 09/13/1 I-bLscellnn5om Revisiore 1/ 1pt I I I I 11 I , as }I I I I I I I 1 1W o f i I�-araO+E�91vA 1�01 �I I I j b 33 fpt i ly/'— I Wo1,fLst3a �� 1 1 LV 4 1 _____---_______ ______J..�___ _� 1 I II !! , 1 II II 1 , 1 I 1 -- --p---- ° -----&---- — Den Addition for Patricia and Nathaniel Gregory House 428 VVianno Avenue Ostetviae,MA Map 163 Lot 24 Zone RF-1 TrrLE a:} J FIRST FLOOR PLAN ,. SCALE:1/4"=C-D" First Floor Plan DATE Sepr 16,20I1 � stole:I/r a l•a DRAWN:GJ DRAWING NUM13Et A-01 Issued for Permit O IVISE•SURMA•JONFS.Ai yWOOM All W J WISE-SURMA-JONES-ARCHfIF.CfS ISM 9V-w" PAX(Sm)99•IAAJ rt P1R.RAF.pC 9TB1FL C6fOtCRCWT ASR4LT RO(.E•(i0YSE9 ICE AND WATER S11ElD KOtq BOITOY]6FAVE9 AND ACHOB9 NPRpCF$ 51l CEWRFABOII CORER OOIN3Ulf8 BRKX CN1pEYAAPft®1NQfE `\ VINRE CI]]AR 61o{3F9MOrHl 1 FYO17811 �� NOTES IFMIH COtlFR9TTRILL � Slehl CEMRC SM \�� TCEOM lS.B6l1 ' CASEY[M WpaQVw(f11 Im `� Ft�TRAN50Y AB'iYE O 1p 1� Itb TT IM ��l �TA.FpAEL-•1�.eC— Q)Ta p,FINA.EL.rll!? _ \\ HBOIVOlEER(♦FQNMTYH _ _ _ _ �— I� pAEIEpIf(BREAO�yt Gq. -' v. '� I I E%4 NO REMToo..t0t CEfKfD I I —� ,1lArFX,rEmI�YEEa III I I �� IJ 6NpffAARIISWIfN ]BECtKN ``\\ L------_ ------ MpCED FCR ACC65SO5GICEBBDA' I I ", ...............I'll. South Elevation __-- sar u!-ra East Elevation �\ :-tp}'RA. Tap R.o. Jeab:1/!•I'd \: F-1 7 ® El ® °a b tWA51 IWllpt m Ip m • REVISIONS: WINDOW SCHEDULE #1 09/13/11-bfi e11 a w Revisi= ANOHtSERCOISTK�m5ERE5 W�DCWBA9 fOGT® " WNRE FIREAAR,PRII®W11E ME(8Qi OCRUB®9i0YE 11MANNE Y[i1 PERFgtYANCE WVE�C1Ar+G TRIA4BIE N&ECf 6fAEENWUIE Den Addition for wtiTE GE]UIR anYc+rA EtART PaIa.TI RooPdNNolIDC11iUB ro BEop JUJTBELOW sEmro F1LCR Patricia and Nathaniel Gregory House YYOCWJ 1l951K1Wi1 428 Wianno Avenue ostetviae,MA Mao 163 Lot 24 ZAfle RF-t .... CEIWI SIPPCRT0tA0ETB NCfE:R49W11OQYTO YAICN TCI7B 1 PJW11 SICE OF PORf11 ROCP SYEIaIYIECF F%6 M WYOQV OC33® ® ® ® ppppCRWY{QIIRACR]I *o�*+�•s�� EXTERIOR ELEVATIONS . 101 i a Da _ lm DATE September I6,ZOl I DRAWN:G! j _— — TA.Fp3Lll.r 1.� T.oANFlELw1l �q DRAWING NUMBER A-02 I II I I --- -------------------5 ------ West Elevation North Elevation Issued for Permit O W ISE•SURMA•JONES-ARICTU EOPS r 1 F ............................... .......... ........... ............ ..................................................................................................................................................... ............................. ................................................................................................................... ..................... ................ . ..... ............... .. . ...................................................... .. ........... V-71- MSE-SUM-JONS-ARMEM PAINTED�VGROWEIIOARDWG 2A Ante STREET TYPICAL ROOF CONSTRUCTION: T. N1W�.W M740 (SM997,Wn O.RIDGE PAX(S )9974M _4 12 U Coffer Detail NOTES RAFTER TAX AS�TW SECMI)TORMPRAMEM TOWTWF,��swA� ATTIC REFER TO PLA"s FOR 12 Ad -7 TnM ET&MP EDGE �jowscoUARMSQI—m S�HUFJBCANETTE�GMRAFTER �R81�PWTII� CEDAR FA=A Sd SAmsONre-. m mEACE94EE RtAAWI PLAN —G0WERREMRT0— PI— lwmmn vos1o1OO�TPIASTFR �SRAFPMSE omnlceuto TYPICAL FLOOR CONSTRUCTION: FAMILY ROOM w2n,,Ir TXG STAimwem ODIME pX0t WTN ANO RA ATICKIFDRM E ANo mu Am E0 RA,AM CASED OPEr]ND EUN WIATOI— m. SCREvO ROC mF �RLLFLOQAar M—TMWWQ]X BLOIANOI MANTLE-T.B.D. TYPICAL WALL CONSTRUCTION: ci H fl On Ifl] I I w REVISIONS: 0109/13111 Misceflaneous RevLnions Wl."BA- T.81). LXL_KW -1--i—1T.O.SU SFLOOR -��-w-L Den AdditiGregory n r Patricia and —111 11 11 Nathaniel Gregory House 428 Wianno Avenue -CRAWLSPACE Q REFER rot .M 0stenifie,MA r Map 163 Lot 24 Zone RF-1 TITLE Building Section SCALE:1/4"=1*-0- IDATE.,09/13111 7, DRAWN:GJ SRI: Building Section 121 DRAWING NUMBER \-- A-03 Issued for Permit ........................ ......................................................... ........ ....... ...................... .............. OWISE- ��MA-JONES-� TECTS ...... ................. ............. ..................................................... ...... ............. ................................................................................................................................................................................... ................................ .......................................................... ...................... 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REFUGE IXa1MG SCaE91 PANElS N 'i O UNOFAOE OE EIRINO roRCH YAu f0D7> Y@MNn WIIII NEW.BRONEE SCREBa PANa3 i I N�MTEaBARMBSAO! NRYIJ.TT NEW I.r.Yur ...•.-• .. �I Patricia and Natilaniel.Gregory Residence NEW,I.I.Tr 4l ALA. �IONI flIIINL `^"'•••^�•"'^" - ROOM rppYO�ION w'�.Wl h SIIIIHG RDat Proposed M .ltieaq. VFl"f 6,NG aAR v,PO.WfE. E 428 Wintmo Avenue r coNQEn.•aNRlwu ! 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STAIR HALL PROPOSED SECOND FLOOR P sc _• v w°T NOTES BEDROOM#3 E)08TWG BATHROOM EXISTING DECK ExLvino y I cl WnR�Al1NEEfN£ENEImT 6� � o+ DELI(PU G Wvae)TOAre CONDRKIN OP FRAI@10 �.-q a IN ODRNER OF BMIOPIOFRr]TLTO I E708TNG une OP CONCREIEWALLGeAW IWIOLNG0F.EWSEI Ta,.i r • O I W +I.. iCFNTEILLPIE OF CalP•usFANOiF. I I jj K -•— d%` y II ' WRH�OECIQ� < NEW FLOOR TO CEILM ULT4I LDIe oP nEw AOORWN AeOJE uaWETwEN 6NFLVEB RELO r Armsraru�clEwsTSGEInw I I �A fY • F •' I 8 O. DETECTOR LIVING ROOMI v_ TERRACE Ilpp I I I I I RrHw EFORTKW acwALLroAuun I I M#2 BEDROOM#1 BATHROOM F{DORAODRgHdNONN OAsI® I UP 1BR s)68• `�Vm/ NmMcM%1?�N BEDRoo n AE EADERFMTO8ECIgN I I I E%IbTNO F)DG,PK+ EK6IDIG NEw srADLS TonEwoFxueAoolTTON I I REVISIONS: SP/ I I E=-QMW8MP91NTERLY9 of .wme wa' (;OFFRTO LAUNDRY P fARnER aF wBEWOPaWRro HANOWODf NEW BEAAL E%IBTHO E%IBIAO DOORroREFA1W II j_ MUD ROOMI I PROPOSED FIRST FLOOR PLAN sT•,_•w••ra KITCHEN BREAKFAST D�s)wo [l(19TING PANTRYISTORAGE BATHROOM TWA' ewsrem O Proposed Addition Gregory Residence Wlanno Avenue Osterville,MA EXISTING DECK TITLE osed st and I I Second Floor Plans I I P,7R SCALE: 1I4°=1'-0' SCREEN PORCH SITTING ROOM I I DINING ROOM DATE:September 2,2014 ewsTWD eFr . I I Eberovo DRAWN:GJ ' II I DRAWING NUMBER I _ q_p 1 FAMILY ROOM Issued for Penult ExmTwo 0 OREGORYJONES--ARCHITECT : • P.T.e+�Poar sEcutaEDroe>�rwo - FWOmAT10/1 WALL WRM 9Nm9W P'OSTBASE I ASUSF.ORLL NmE W FOISmAT10NAAD EPD7lY TAOIEAOED RDDNro WALL-PROVIDE ISNWIIN 6•EYOEDAIFI/r FOR UPl&T RESLSTANCE W Mm/AND F8>'3 I EArSTNO C0/1CR6TE WALLSEIIIW P.T.n'T GREGORY JONES-ARCHnM / 196SPSDQO3IRHBT-SITrH312 i �BalORd MA 997-5977 EDGEOFEXEWODORI AIJOx NEW PE 15AATT TOAAIM ELEVATP0NHWA9 THE CURRENT DECK EUNATgN JP0.T6.rT�O Nl[ODUSOSE RW BREMC SUTI6BD1 TAO0 08Q0grefP1m0ftWr O.0 t BTAWFAED TOP AND BOTIWI OFIPD°ER / CONCRr ON AU.70 TSECUREDT°TOP OF OONCRSONTHEroUNOERSODOr TOP E)RPNDD<L4TWODOWYERrovAL1: FRAY WO.DOLTS N PXPANSM LLWRH 1f (.} OF ROOP AE 520AM TWO AO O.CD FRAMWO TO 6HBD8 woad avrreR m��CUPO.C. ew�iw�1 EPUAOT�i ett r 'rY FASPA a SM�M•LAMB CASIIO ® PI P.T.TA10•PERPI..—CAL y SRm80N NNIOERB-TWKX A 21W SUB Su. WWM CEDAR SWN(YES W1M 81@WlP NEW DOFtAFA S8)EYULL WOVENCOR TDMATCH exETWDNousE . �ousrol'COPOPERRoov61PFRµwwoAEPROR�IARED FOUNDATION PLAN ecue w••t•a lit I --WIU�� T CROWN AAOIADOIO . SY�U•FASW TRSIOVER TOP 6NW®1HM•OEA OF BRIB:TPAPAPR NRY1SH10R YOII.TSMt 1n' InI Q 11 TAT Tn RJ8/?LVLNEADFA BAwsDN ECCOP0.5TCM 2i APPROIL 1�A.ATI6V 6 ROOF ,oe FRP aouneN AreoRNER PURUNm OIJBREL S{pPE CA1ANDE NOTES ARWNU P.T.C@POST V�7 / / rff ON THE FLAT ROOFCN EIOSTNO R*094 mMTCIIED p v1rz•rn m/ron 'rn POST SIDE ELEVATION MT^ SUES: __ J• O DOWYER RAFTERS �1COA'CEAIID, �I °�� 2nd FLOOR FRAMING aoALE:1Y•-ra xew2v RAFTERS®,r D.a. ro MWOW PLANE OFE22BfWO °°R1PR FRAMWOAND EXTE2ID Tt UNTL N EW DORA¢R ROOF YEET9 SpEWALL OPAOIACENT OLVOIFJA Aaro TD NI UPNKA PuTN0WALLAS REOQ ro re xE1m,r oc ROOF FRAMING �OBATHAOO1100R"�R SCALE IY•-Ta ROOF FR/JIWOOF LAVER (W®RFLASREOO. REVISIONS: �-Mom DarTm r omv.W rmlADrro _ EuxA•�ALm cAswowmf 21N•sue S➢LL El MUTE CEDAR SHMOLES VAlll WOVENCORNERSTo. FXISTWGHOUSE 4 - � I ,m DoovT I i T CROV!l MOULDWO OF FASCU TRNA°JEIt TOP • OP Y�'AT TRNPAWT . °OFRPCOXt ATCORNER ARauND P.r.arvosr Proposed Addition E)ISTWO OOORroFDD A 1 RANn10BETWEENPOSTANDMOI/5E -V ir Gregory Residence MALL ro MATCJt RAOINOOF EXL91P10 HOUSE Wianno Avenue Osterville,MA .................... ........ :............................... ........................: :::::::::::::::::::::::::::::::: TITLE < :„: .............. ............ ............. :::::::::::::?r: .::::::::::::�:: .::::::::::::>?r: ::::�:.:::::��:::::::::::�::. :::::.......................,s. ii?<iiit[iiiii?':iiii�ii€iii':1 Proposed Elevations an Framing Plans REAR ELEVATION SULE tM•-ra SCALE: 1/4°=1'•0° r DATE:September 2,2014 DRAWN:GJ EAhvTWoeTURsro I DRAWING NUMBER A-02 Issued for Permit 0 GREGORY JONES-ARCHITECT A,Zs T.OJWGE RIN ROOF C.NSTRUC NuwrEcruRAL RaoF eFS NSMc1E87o mA7CH �. e 'MNO HOUSE OVER IN ROOFING FEL78 ,'d• OVER SB•EXTERIOR PLYWOOD ROOF SHEATHING . ON ROOF FRAMING MEMBERS.FILL RAFTER BAYS I TIO aosEOCkTleIaNUN GREGORY BONES-ARCHITECT INITIATIONCOVEREDLL S OWIRFADFD M011 FERFORMAN=FIBE7R71A89 BATTB I SP110JGSTREBr-SUITS 313 NaR Bard MA WB)9FT.S9T7 :n my � It 12 31NP80N H3AA CUPS AT EA01/AVN RAFTER * 1 LC.C.DRIP EDGE AND AT EACH RAFTER T.O.PIATES rxr CELM JOISTS®fY D.C. a s REONVOD OR FIR OTTER ON P.T.SPACER PLANTED SCOTIA YdiOPq BEADED BOARD SOFFIT 2IM CROVGJ.A>8(OR EOIYL Ya1�FA8CU4AZFJ(OR EQUAL LCC.NBAD RASTBNO 54'XB•HEAD CABNAATEN OR SOUAL LVL HEADER.REFER TO FRAMDIO PLAN9 ANOERSEN COASTAL SERIES DOUBLE HUNG WINDOW-REFER TO ELEVATION FOR SM NOTES � e REFIutml ERIOR EVAT10N9Po BULT•UI DETAILS � � I S IN'BL84WI.TYRCAL CUT BACK EXISTING WALL AND ROOF STRUCTURE WALLCONSTRUCTICN: _ AS REQUIRED TO ACCOMODATE NEW STAIRS WHRE OR EQ CEMnRBInNT MATCH ETGM9 \ SHOWN DASHED @�• UAL eTNN RO TO MMTOI TION N0 SS STRUCTURE OVER NRWR UC®R PL RUN . MEMBRANE WALL SMBATHIER IM ON21I ISOR STUDS D OH CONSTRUCTION: a Ur SN O.C.FILL S UD SAYS WITH H BROS OVER wDWOOD PLYWOOD OO SLABBER RNDIANT FLOOR PNiE18 rj CLOSED CELL FILL INSULATION COVERED VAMRED OVERYA'TSDMINGEMBRSRLL JOIST SAYS NDAWED Tq CLOSEDCELLD RrHPERORMA PERFORMANCE TO FLOOR CLOS FRAMING MEMBERS FILLJ COVERED BYTH2GH ' SE UNFACEDHIWIPERFOWMNCE PERFORMANCE BYB'HGN 222K M.O.O. GROOVE PERFORMWJCfi UNFACEO FRDJiGlA29BAT19 REMOVEEXISTNDNIPROOF MLD.O.VGROOVE BOAR04WJM ® FRAMENEW SHEDR OF - FlR SECOND FLOOR EL.•11JTO' FRAME NEW SHED ROOF ( / I NEW(2)912-LVL HEADER OVER STAIRWAY-HANG FLOOR FRAMING T FROM NEW HEADER AS REOUIRED PNRIWLVLbWre1DaDND I CONFIRM MINIMUM 6'-0" MCLEAR 1 BETNEEN EMBERS VERIFY PLATE HEIGHT HEADROOM VMPSON HANGER BEYOND SINPSON JOIST HANOERTYPICAL L3ffi CESING JOSTS a Ir C.C. I I I I I I I I i SLOPED z•X auoa®ur D.C. (3)34"LVL HEADER SLOP91 3IPl CROVOHI3ENOR EQUAL I 5'BLOWN-IN CLOSED CELL INSULATION I REVISIONS: — — — — — I I WRHIN STAIR STRUCTURE 91YPBON CBSO P09TCAP Sftr 7NICK M.D.O.BEADED BOVD)SIEFT9$AS1f SWW FASGAA3ENOR EQUAL GN'SOFFR-A2Et(OR EOUK ,D'e F.RP.COWNDl AROUND P.T.SYS P.CO .}, •. E F P..SYS'Mq If TS OUTSIDE FACA?OF iEXINO WALLOP HOUBQ AID 7BE •NOMINAL CONBTII1CnON III II I II I Proposed Addition I I Gregory Residence I I Wienno Avenue I I Osterville,MA TITLE II EMSrNODOORTOREMAR4 Proposed Wall Sections I I STORAGE SCALE: 3!4"=1'-0" DATE:September 2,2014 I I DRAWN:GJ FIN.FIRST FLOOR EL."A G00' _ -- DRAWIN WE DECKING / f [ f t _P.T.Z•F8'•1 D.C. • S11''CzAO10•0T•AIAAL3ETX](OTRR E1YO OW8 0LATRIM PNNNT � BIMIPBON ABUEI PosT Bose 81LIPSON HANGERS /--OasnNGFLOORFRAMING G i EXISTING snLroREMAD'I A-�3 EXIsnNG CONCRETE RETAINING WALL TO REMAIN '+' 618'THREADED ROD SET WNIYUM W INTO SECTIONA-A EXISTING FOUNDATIONTO REMAIN SECTION B-B AND SERVE AS FOUNDATICNWALL FOR COINER EPDXY IN NEW HOME DRUM INTO EXISTING WAIL ��n.yA'.Yd' SCALE,-.-I- POST OF NEW AWmON UI} Issued for Permit ®GREGORYJONES-ARCHITECT i i i i I GREGORY JONES-ARCHITECT 196 SP&M YBBSr-SURe U2 �ed&..%MA . :i�i �'..•. NOTES i OPEN SHELVES aF9 F- o-0 oa i / III — / STAIR HALL BEYOND - • I CABINET\ / DRAWERS' r J ELEVATION#1 - J LIVING ROOM BUILT-IN REV SCALE:3r4•=,'47 SCALE:3r4--l-4r REVISIONS: IT � v - 0 --- - —_ • ,y Proposed Addition we Avenue egoryResl ence ,•-o =+ S •a' e• �' Osterville,MA —EN CIL W I _ --- - TITLE \ \ / — SCALE: 3!4"=1'-0' � e {�LE DATE:September 2,2014 j dRAWERS� RAWER C I ET IN DRAWS N SPACE DRAE L,W CABI SPACE DRAW DRAWN:GJ , DRAWING NUMBER ELEVATION#2 ELEVATION#3 ELEVATION#4 SCALE:W4•-V& SCALE:3,4'-,'O• SCALE:314'=,'4P A-04 Issued for Permit. 0 GREGORY JONES-ARCH RECT \ OVERLAY DISTRICT.- ' , , +` _ '`�~ ' ss, s87.413o"E t : ° ASSESSORS REF.: ;d�6'° �6' 52.82 s, \ AP - Aquifer Protection District �` - ;�� ;8 36.6 'J3?Op \ As Shown on Plan Entitled '+ •`. : �• fig, >�• Map 163, Parcel 24 SS £ "Revised Groundwater Protection ' 2 Overlay Districts" - April, 1993 •:; � ' •: �'• <�= 51) ;' _ - ----- ` .. , . ,, j , . t3�so _ 47.47' "-,' •, � s�,' / ice' n -• - � `� ``\., i� ``,� ' eUi= �: •o•• 'V ....•. ., ) \.r r t1f l_. FLOOD ZONE: ,,-' //�' 16•aa'aa �- S 874130" ZONE: N U v }} RF-1 p r ,)Y, Zone A13, B & C (see plan) N/F p £ s Community Panel No. //' McDonough Area (min.) 43,560 SF Frontage min 20' o i 250001 0016 D Cert.135478 ) . , .a, �.,�, , r>;rr July 2, 1992 Width (min) 125 O ' O Setbacks: , • wx . S Fron t 30 •.• ..! /� ��a1 "r�y'LF! 4t yii i • O /, // SQ Side 15' � � `+r" ,�, ,�/ss, v L,�.s}. G. �s � i'•Y�..+ ; 7c�! r.S3�r,��fi Ft.� 4 {yy! 6 J� 3 Rear 15' •�u,{o0�e�t,�y •OJT S- j-�V:��.cl� 'i:s�r+y,� t6 r .d,J: // //' �...-... . 8 ., ; LOCATION MAP: 9 ,y Electric r, 2000'f '\ ci`�j Meter 1 - .' 4, y0 ) '// / Wetland Flogs Placed By ENSR •Vj / / i' -- r / / / �—1013101 A2 ----- _._-, 92' =70.p1 , ----------- ----------- Benchmark: i + o // Mag Nail Set Edge of Pavement •�� / / (p \ i / Elev. = 9.45' 0 / ( 12 jJ� \ • i i NAD 27(msl) ��` �' / / / �''� A3 �� r i \ � utility / AO Pole Bit us \ ocP v 1 �.1 O Pr;x Stone \ t . •L._ \ ` Rr oo` v _ . _... ; Drive 2 Story G Wood Dwelling i , 1 #428 Wianno Ave. Lomp Post First Floor .�3r Elev. 14.86 1 sue• �.\ N 7g' \ m \ \ \ \ i utility i 3 1 n� \ QOO o,, \ \ Pole i \ 9 s \ \ \ \ \ Weiland Flags ��0 3 OBy ENSR i \ ,� \ \ \\ Transect�1--2 -` A8 C/A10 O N Flood Zone Lines From FIRM Map Community--Panel Number 250001 0016D Map Revised July 2, 1992 r/ C�O O � 7 ro N Title: PREPARr D BY: PREPARED FOR. Notes/Revision: a tJ Sadlivan Engineering, Inc. CapeSury Andrew N. JookimExisting Conditions � � `' g g 7 Parker Road 1.)compiled pfrom l availablerrecord information. • PO Box 659 428 Wianno Ave. Plan of Land �n Osterville, MA 02655 Osterville MA 02655 "- Romgt2ble, (��vil1�) ��SS. (5%8)428-3344 (508)428-3?15 fax (50$) 420-3994 (508) 420-399s /oxOsterville, Ma. 02655 2.) The topographic information was obtained 1 J P.��UI1Pf�i7nl.rnm capesurv(�apecod.nef from on on the ground survey performed on �.. or between 10/MAY/02 and 30/JULY/02. Draft: Field: WHK/MDH ,�.) 171e datum uiad h NAD 27(m.I). to _ 20 0 10 20 40 so w Date: I 3 O 2 0 0 2 Scale: � +� R �0 � Com.•).: Comp.: MDH � Jul f7ev!t?W: ,y Y-w_ Dro win g # C146_1P1.dwg 46 cA � WISE-SURMAP ONES ARCI�:ITECTS - -_ ------- _ ___- _. 24 CENTRE STREET NEW BEDFORD, MA 02740 (509)997-5977 FAX(508)997-0993 I I I j i I NOTES I I i I ; L PROPOSED NEW BUILT IN CABINET MUD ROOM —EXISTING FOR TELEVISION/STEREO /.;= T-0„ b CASED �.., OPENING Cab. Cab. t VESTIBULE r r� f PROVIDE SOFFIT IN CEILING OF PORCH TO ALLOW FOR NEW EXHAUST DUCT AND ! WALLS:BEADED BOARD-PAINT % FAN FROM EXISTING BATHROOM THRU % FLOOR:EXISTING.3"x6,'PLANKING-PAINS EXISTING 3"X6"PLANKING CEILING:EXISTING BEADED BD PAINT f.; PORCH RQO TO REMAIN EXISTING 6 i/2"x14"BEAM �--'---- TO REMAIN - --. _ BATHROOM f CID EXISTING \ RELOCATE EXISTING WINDOW rF FROM BATHROOM TO EXTERIOR WALL OF VESTIBULE.PATCH BACK ALL FINISHES i EXISTING BRICK PIER o f AS NECESSARY IN'BATHROOM TO __ _ / CONSTRUOT P.T.2'k4"PARTITION BETWEEN TO REMAIN-RE-POINT _' NEW 2X8 BEAM AND TOP OF NEW VERMIN `t MATCH EXISTING FINISHES. ' ' REVISIONS: SLAB.INSTALL FGLASS.INSULATION R-15 AND SIMPSON JOIST o . FACE WITH I/2 EXTERIOR PLYWOOD ONE SIDE HANGERSTYP. °0 ry-- r / Dec. 4, 2007 -Enlarge Mud Room Vestibule Ico (3)NEW P.T.2"x8"s ' `�; NEW,NON-BEARING 2''X4"PARTITION i aftlal Framing i Ting Plan r 7-0" WITH 5/8"EXTERIOR PLYWOODSdEATHING _ WITH AIR-INFILTARTION BARRIER AND Scale:1/4"=1-0" '; WHITE CEDAR SHINGLES AT EXTENOR.FILL Q,. STUD.BAYS,WITH,R45 FIBERGLASS BATTS INTERIOR FINISH T.B:D. REPLACE EXISTING SCREEN PANELS NEW 2'k4"WALL FROM TOP OF PLANKING EXISTING 3 K6"PLANKS WITH NEW BRONZE SCREEN PANELS TO UNDERSIDE OF EXISTING PORCH BEAM TO REMAIN EXISTING 4"x4"PLATE-REPAIR/REPLACE < 3 NEW P.T.2°'x8"s (3)NEW P.T.2'Sc8's AS REQUIRED -- 1 ) _ SCREEN PORCH _ .._ . _.._.. . __ ....... ........ . .._.. _ - _._. .. --- EXISTING-RENOVATE NEW,P.T._2'x4"SILL PLATE RE-POINT EXISTING BRICKPIERS AND '� __..._ _. __ ._._._._.....__._..............: _ _ ._ __. . . ___. ........ FOUNDATION WALLS M mg II 11'=1111 I ".IIF-II tl,.11 -. 1Hl 1I-1 11 1 II-.1....1 II II 1^71_Il-I-I I..I,.I IU l�F1 f=11 II' a". / - NEW'S MIL POLYETHYLENE VAPOR BARRIER y' OVER EXISTING GRADE 3"CONCRETE VERMIN SLAB P ' t r R i n Section 'A' atrlc a and Nat ante G egory es de ce Scale: 1/4"=F-a' ��( INVESTIGATE EXISTING WOOD COLUMNS Pro osed lYlod111GatlonS AND REPAIR BASES AS NECESSARY WITH �', EPDXY 428 Wianno Avenue Osterville,MA: First Floor Plan TITLE Scale: 1/A"=,1'-0" Vestibule/Screen Porch Renovation Floor- Plan and Framing Plan i SCALE; As Noted i DATE:March-22, 2006 DRAWN: G7 DRAWING NUMBER I For Permit WISE-SCJRMA•TONES-ARCHITECTS . ...................... ......... ......... ......... ................. .... ... ... ... ......... ......... .. ...... .. .....,..,.,,, .. ... 23'-22' 4,_21,. 19.0 2 WISE-SURMA-JONES - ARCHITECTS 6'-6" 6'-0" 6'-6'; 24 CENTRE STREET NEW BEDFORD MA 02740 508 - ( )997 5977 1,_7111 1, FAX 2 1 s-0 1 72 (508)997 0993 1 0 --- ----------------------- --- --- ---------------------- --- LU r Z . . .\. OVERFRAME CRICKET Uj ' ,_ \\\ AND SHEATH IN COPPER ¢ / m � _ U //. _ Z is I I � r I SIMPSON MSTC48133 STRAPS SECURED SIMPSON MSTC4863 STRAPS SECURED . : TO DOUBLED r• �1 TO DOUBLED UP 2 x6 WALL STUDS D UP 2 x6 WALL STUDS ,.I L II T THESELOCATIONS AT THESE LOCATIONS A ILI I I it4 2x10@16O.C. c� .,. w/2 x8:, TIES FLOOR JOISTS ! I II I r r CRAWL SPACE F I I I I I I 9 1/2„TJI 21 I FIN.SLAB EL.-+0.00 _ S' _ I 4 CONCRETE SLAB REINFORCED I I � m <� R, 6 -- a a ... � WITH 6x6 W1.9xW1.9 WWM OVER I .., ;,, v �� I N 6 MIL POLY VAPOR BARRIER OVER l�� m m� v �. n `------------ °> 8 COMPACTED GRAVEL BASE I .< �\ Q w BEAM POCKET •. .. , < ,. , � o 0 _ c0 1 1 I I 1 I .- SIMPSON LSTA30 STRAPS S-Q1 1 I I I ACROSS TOP OF RAFTERS NOTES N SIMPSON TIE DOWNS-SEE SECTION AND RIDGE-TYPICAL - , ==F==—3 1!2 0 STEEL COLUMN TYPICAL , I L----- TYPICAL FOOTING: n J 32"x32"x10 CONCRETE I > GALVANIZED I c I N m Oz �.� �a.. x FOOTING WITH#4s @ 6 O.C.E.W. N N r _ WINDOW WELL I I a Q CRAWL SPACE VENT I I I 1 1 _ TYPICAL FOR THREE 1 I SIN I I I a a y 1 `i I Lj v 2"x10" 16"O.C. _ IM #4 BARS 12 LONG SET INTO EPDXY IN w D „ p v EXISTING FOUNDATION WALL @ 18 O.C. /, / / p BEAM POCKETS =444 •i (3)9 1/2 LVL HEADER P.T. x8"LEDGER OVER P.T.SPACER — — — — — — — — — — — — — — - / 2 I I ---- --- --o-------------------- --------------------------�� %// SECURED TO RIM JOIST WITH 1/2"(C7 `n I ✓ a' -�\ . .. I ,/. / GALVANIZED LAG SCREWS @ 16 O.C. / // ! 2"x8"@ 16"O.C. / STAGGERED TOP AND BOTOM / I _ Z LL ILL>w DECK JOISTS SIN v -U , P.T.2"x8" 16"O.C. �, I B / @ > J m ¢ " ¢ 2 s ./ _ 6-10 6 10 5 3 _ 4 _ 2 2 1 4 I I / / 2 x8 LED I GER SECURED / Ro of Framing a Plan I a .. RDER / / 9 TO EXISTING WALL FL SH F ME J ISTS PR. .T.2 10 / _ . PR.TJI / Scale: 1 4 1 _ I / S / 0 / 24 V / / i/ . .. SIMPSON JOIST HANGERS TYPI L // I i - , BIG FOOT BF24 CAST IN PLACE / 00 / / I I / t I ,.. / / CONCRETE FOOTINGS/PIERS 1 I 8 n WITH 8 0 CONCRETE PIERS-TYPICA .., ./ i I / DECK JOISTS PR.TJI /. „ „ I P.T. x8 16 I #4 BARS 12 LONG SET INTO EPDXY IN @ / — / EXISTING FOUNDATION WALL @ 18 O.C. SEE WALL SECTION FOR TYPICAL , t . SEE WALL SECTION FOR TYPICAL WALL CONSTRUCTION NOTES l ,• /. . ,. FLOOR CONSTRUCTION NOTES 6 WASHED ST NE BASE OVER BARRIE FABRIC TYPICAL WEED / N / RDER / BENEA TH / pP // FL SH F ME J ISTS PR .T.2 10 / T.O.FIN.FL.EL.=+14.86 < ,., ,.. / REVISIONS: 6-,0- 6-0 / // //,/ RIM JOIST.. 2 CLOSED CELL BLOWN-IN INSULATION .• / , #1 09/13/1 1 Miscellaneous Revisions ,�✓,rK �/ �. �n ALONG PERIMETER OF STRUCTURE C 2 - ' �� , , # 10/11/11 Corrected Foundation S-01 SIMPSON MSTC4863 STRAPS SECURED ,��` . , SIMPSON HOLD DOWN TI Sit _1,___, --\/- " .. TO DOUBLED UP 2 x6 WALL STUDS-SEE � , , Thickness I DECK JOISTS FLOOR FRAMING PLAN FOR LOCATIONS .. DlmenSlOCiS P.T.2 x8 16 O.C. ,P 1„ 1:. _ CANTILEVER JOISTS OVER 6-10 - 6 102 GIRDER 2 GIRDER BELOW PR.P.T.2"x10" SIMPSON HS TIE DOWNS-1 AT WEEP HOLES @ 24 O.C. / / ' / EACH FLOOR JOIST THRU WALL FLASHING / — — — — — — — — BRICK VENEER SECURED TO FOUNDATION SOLID BLOCKING AS REQ'D IN WALL WITH S.S.ANCHORS 24"O.C.HOR.- / JOIST WEB TO SECURE TIE DOWN AND 12" VERTICAL-TYPICAL- " " A O.C.VE CAL TYPICAL PAIR P.T.2 x6 SILLPLATES LT 4 / " 5/8 0 ANCHOR BOLTS WITH 3 x1/4 - - - / 0 - - - - - WASHERS SPA CING PER CODE O E Al - - - - - - ° 0 -- - � �.LI � CONTINUOUS#4 BAR -III—III—_ _- - 18-6 III III III II / 2 3'-10" d Foundation Plan IIII—III1 I I—III—i i I— . ° ,. First Floor Framin Plan - — — / -/ 1 RIGID EXTRUDED POLYSTYRENE INSULATION 9 Scale. 1 4 1 0' - — — - 'FROM TOP OFF O_ — _ - - O TING TO UNDERSIDE OF JOISTS 1 " 1' Iil III III I I III ' Scale. /4 0' — — — . III III III — / . ii_I III II I II � I I I - , BITUMINOUS DAMPROOFING ON VENEER ° AND FOUNDATION WALL SURFACES T.O.FIN.FL.EL. _+ 14.86 Den e Addition— P.T.DECK FRAMING-REFER TO d o for and Y " ,� FRAMING PLAN FOR SIZE AND FRAMING ° , • 4 6 „ 8 - 5/8 fr3 x12 A.B. CONDITIONS _ Nathaniel at angel Gregory House : @ 48 O.C. d 9 rY .F ECK TO. IND 428 Wiann Avenue T.O.FN D.EL.-+13.69 o enue' — — EL.=+13.61 EXPANSION JOINT • ° ° Ostervllle MA SIMPSON JOIST HANGER OR CLIP d d DEPENDING ON JOIST LOCATION ° a 1 #4 BAR ° 4 CONCRETE SLAB REINFORCED WITH 6x6 W1.9xW1.9 O ° SIMPSON POST BASE " OVER 6 MIL POLY VAPOR BARRIER OVER 8"COMPACTED ° M 1 - a 63 Lot 24 Zone RF 1 a GRAVEL BASE P jk T.O.BRICK SHELF EL.=+12.36 d a °° � TITLE .. e. '.. Foundation First a s Floor and Roof. 10 ' ° Framin Plans and Details a : ad ° a — d 9 8"0 CONCRETE PIER WASHED STONE BACKFILL ° 4. 4,. Q 4.. : d d ALE: A d SC S NOTED ° BIGFOOT BF 24 FOOTING-TYPICAL ° - 4"0 PERFORATED PVC FOOTING - d ° Q ° • DATE: September 16 2011 3 #4 BARS ° d d a p o d � ) a Q e DRAIN WRAPPED IN FILTER FABRIC d d ° DRAWN: GJ B.O.FOOTING EL.=+9.00 ..., ... ° ` 4 A a 0 .1 DETAIL'A'@ BRICK SHELF DETAIL'B' W/O BRICK SHELF DETAIL'C'@ DECK PIERS ' FOOTING ON UN-DISTURBED BASE � 4 DRAWING NUMBER T Ical Foundation Wall Details Yp Foundation Wall Detail Scale: 1/2"=1'-G' Scale; 1 1/2"=1'-0" �.(•'_, � . ......... ......... ........ ......... .....:... ...... ... ........ .......... ......... ....... ......... ......... ....... .. ........... ...... .. .... ... .......... Issued for Permit 0 WISE SURMA-JONES ARCHITECTS .,; ZONE: o„E :� a ... RF-1 ti°� p„E S87'41'3 Y J °� N76 p , 52.82' - S� v J ' •p0 ,�• _' Area (min.) 87,120 SF (RPOD) ��e� r��0 36 66 3 32 ••''� •• Frontage (min) 20' • / - --- _ 4 Width (min) 125' °� t.1�}`�1l• '. sa y a • . s' �r,i ti Setbacks:: °� �1�� _-- -------------et s u •T . •• �, Front 30' ��°�r°� �"""" - 7.47' Side 15' F. �p 3�- E--------5 8--1�30-E---` o p 7.4 Rear 15' i" p 0 --- 4 -- .. 3 32p0.. N/F E\ ea, •, ' OVERLAY DISTRICT: / - ' -� 448 Manna House Trust ' Thomos & Victoria Vollely, Trs. Cert.178235 ,' ti� , °• , " fi15� AP - Aquifer Protection District n , CT .. a•�g " 4�• FLOOD ZONE: �0 6 ,r K" Zone AE13, AE12, X(0.2�) & X O>> F` �„• �s � u-`" Community Panel No. LOCATION MAP: #2 July 16,72014 N/F lectri7rthur S & Patricia J McCorthy Cert.162659 1" = 2000't �O Meter c pJ utility: ASSESSORS REF.. Pole Map 163, Parcel 24 j ';' -- -- - SEPTIC NOTES ----- - 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours °r1 �ec� i __ - - �' Prior to Any Excavation For This Project the Contractor Shall Make DIRECTIONS. Q -- - �'�'�� ,, the Required Notifications to Dig Safe(1-888-344-7233)and contact ° ;' j ,''26�' ,1Q Sullivan Engineering&Consulting Inc.(508-428-3344). From Hyannis - Follow Main Street to the West End / y ��/ 9 2.The Contractor is Required to Secure Appropriate Permits From Town Rotary, and then take Scudder Avenue; At the stop �e ' It, i l ; _ ` �,'� ,� G06� Agencies For Construction Defined by This Plan. sign take o right Onto Smith Street, which turns j + - 92' - ,'' 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall 5? 0� into Craigville Beach Road; At the stop light take a ' ' -- / ( '; '/ / --------- Watertightness. I c r l t L sn ub Constructed ____ L 70 Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to /% \ / --------_-- Trail " Assure n Genera,Water Lines a ein left onto South Main Street, which turns into Main .., , I ti° - - d�i --____-_----________-- " Coordination With COMM Water,and Shall be in Accordance Street after bridge; Take a left onto West Bay Road, ' �'� e / / � � \', / i With 248 CMR 1.00-7.00&310 CMR 15.00. and then at the Stop sign take a left Onto Wlanna 1 7 4.A Minimum of9"ofCover is Required for All Components. Avenue; Site will be on the left, #428. hQ 1 �/ /; I I � . DESIGN DATA S.AIIStructuresBuriedThreeFeetorMoreorSubject to Vehicular Traffic to be H-20 Loading.It is the Engineer's •� Dc / = l ` of / Single Family Recommendation that H-20 Always be Used. Q t 1 ` \ StUorn / 4 Bedrooms Existing 6.Install Watertight Risers and Covers to Within 6"of Finished Grade Q�j Benchmark: �, / �/ `� Ma Nail Set C� �` .. e p / 1 Bedroom Proposed Edge o f Pavement t ergo y No Garbage Grinder Over New Leaching Chamber. 9 \ / All covers are to be maximum 18"for concrete or 24"Cast Iron. El ev. = 9.45' y Flow=550 GPD� Total Dail Use Existing 500 Gal p is Tank .Septic System to be Installed in Accordance With 310 CMR 15.00& m 1 Set ' NGVD 29. /' \. ( \ \ / IV IV 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable 0 t x' Board of Health Regulations. 1 r� t9 LEACHING AREA ' 1• �Q Apo 550 GPD/0.74(LTAR)=743 SF Required 8.All Piping to be Sch.40 PVC. DjD Sidewall=20 1'+57.5')x0.96'=131.5 SF �i• Bottom Area=(I V x 57.5')=632.5 SF Utility Ge Total Provided=764 SF Pole � �o Wetland Flags Placed By Brad Hall LEACHING CHAMBER DESIGN -Fall 2010 / All Pipes to be Schedule 40. Use 9Po fob 1 \ 7 Concrete Flow Diffusers(6 Existing- I Proposed)in a r' / `� @., 1 F x 57'-6"Double Washed Stone Field as Shown. i Bituminous S? Co 0 I r 6 o,� \ °i `' orDrive 0 e l y° 9�11 moo � PERC TEST: 9,555 Pea Stone Drive - o�c \ . PERFORMED BY.M.S.FARIA,SE SOIL EVALUATOR NO.708 WITNESSED BY:DONNA MIORANDI,R.S.-TOWN OF BARNSTABLE 0 OCTOBER 7,1999 a� w h _ •'. • ,� X � SITE PASSED 2 S t o-ry j 0, I v Wood Dwelling = inls Grade F h G d _ 428 o. l - Filter - EL. 14.5 Wianno Ave' \ mm � ��s �60 I" •I 5IIF IIFE �Ii Fabric T P Compacted Fill TEST HOLE 1 Lamp o \ �S p II AND/OR FILL Postor o First Floor •-� �� `CV �� 1�8.. - 1�2, Elev. = 14.86' NGVD 24° 12.5 111 tQ ® ® B B ® ® Pea Stone A LAYER 10YR 3/4 �yo Elev. = 13.99' NAVD ® ® ® r 9 '- 5 a \ 32° LOAMY SAND 11.8 7 � 9.73, „ E cos + '. •..� ,�fp •,�Q \• `� � ".. _ .-. ��,t�� - x3/4" 1 1/2" DARK YELLOWISH BROWN 78•p8'Sp +,S `� 1~ \ �Q v 4' B LAYER lOYR 5/8 Q. N o � Stone Washed b o s m^ C \ YELLOWISH BROWN o s v, 2 ° / 48" LOAMY SAND 10.5 Y 0'' p F Sz9 oy C LAYER 2.5Y 6/6 F s p' OLIVE YELLOW o CROSS SECTION OF FLOW DIFFUSOR MED.SAND a �9 PERC TEST i - - • .. _. NOT TO SCALE - -- - ---Zone 0.27X ; f I � - NO GROUNDWATER ENCOUNTERED 144" < 2.5 Zone X __ S r' .• �.' .... SQ• i \ .. ADDITIONAL WITNESSED PERC TEST Utility Pole REQUIRED AT TIME OF INSTALL 9�o F o \ '...• Provide Flood Zone Lines From FIRM Map Community-Panel Number 25001 CO776J \ F.F. EL. 14.86 Map Revised July 76, 2014 o\o ExistingGrade EL. 13.32f ExistingGrade EL. 13.32f F.G. EL. 14f I �O EL. 12.29 EL. 9.10 `a Installer To Confirm Prior EL. 11.12 Existing EL 9.67 To Any tNork 1500 Gallon EL. 10.87 EL. 9.74 xistin Septic Tank D-Box EL. 9.57 Top El. 9.67 F.... . �,•� ® ® C3 o Bot. EL. 8.17 EL. 9.73 H-20 Flow Diffuser - n 6 - Existing ao 1 - Proposed EL. 2.48 ter 4 \. Test Augerd9a21-12 DEVELOPED PROFILE OF SEPTIC SYSTEM NOT TO SCALE a NOTES: PREPARED BY.• PREPARED FOR: TI TLE: 1.) The property line information shown was Site Plan compiled from available record information. - CapeSury Gregory Proposed Improlrinments Nathaniel ti. Gre or 2.) The topographic information was obtained Enginumering& 23 West Bay Road, Suite G from an on the round surveyperformed on Sullivan COnsultin Inc. Osterville MA 02655 P. 0. BOX 237 C) g p �' Osterville Ma. 02655 At or between 10/MAY/02 and 30/JULY/02. c �esad • aear 659 n.co 7Pawwau ftenwon.00rn o2555 (508) 420-3994 (508) 420-3.od. fax 428 Wianno Avenue asdQwllNenen4ln.com •wwwwllhronsr�n.com 0 3.) The datum used is NGVD '29. copes,irv@copecod.net 4.) Location of Existing Shed Per Proposed Plans. - . LJ-J Bamstable, / 1 Marc � Draft: JOD Field: WHK/MDH 20 0 10 20 40 80 l Os t ervill e/ �! LLJ I 5.) Wetland Flags Located By Sullivan Engineering. 6.) 2014 Flood Zones By Sullivan Engineering. Review: Comp.: MDH/RRL DATE: September 21 201 7 SCALE: 1 » = 20 , Project: 25019 Drawing # C146_1P1.dwg , i b, 3 4k S87'41'30"E a r Area (min.) 87,120 SF (RPOD) 'pp E , Fron to e (min) 20' r .. N76'0 52.82 • Sj3, . ..z •, A Width (min) 125' ^ . 36 66 32 p0.� r , �� .,;Y• � .. ,�, s S }<• Setbacks: / 45 52, (°, •'";. v,• ; • ..�f •„ ,,,.y Front 30' _ ------------------- W Side 15 f - _ Rear 15 i'\ - ---------- 47. 7 _ - , ---3U:3 ------ o ,o 76,0 0'pp 41 30 E -- S 4,356,- `gip rn �s OVERLAY DISTRICT. N N/F �/' 448 Wianno House Trust AP - Aquifer Protection District // Thomas & victoria vatlely, Trs. Cert.178235 QJ'` ', °�!•.-.,s is x"r �� 4 t"�k� 'i., ,x -.'*Y •�3 �.�� ',Ym s, ryF ,�.[ �O;( � A V" // /// LOCATION MAP: 1" = 2000'f Electric Arthur S & Patricia J McCarthy . r0 Meter 1 Cert.162659 Utility pole ASSESSORS REF.. otirj�y. Map 163, Parcel 24 Wetland Flags (#1—#8) • ' .ceer Orb / /4°� / ) J 2 Replaced By ENSR \ /'' ,,$�� F' � Located 121MAY106 FLOOD ZONE: �h��r f / .. ! 1501 ```'---- --------`"---'--_ - Zone A13, B & C (see plan) , / ono , ---------- rral/ _ Community Panel No. li _�------------- #250001 0016 D Benchmark: Jul 2 1992 .� Q / y Mag Nail Set Edge of Pavement ,.�0 tK- .-� / ho i li Elev. = 9.45 Ctt r �°fi cs 943 .,.---' � r'"`•. _,,. •-' � / • 1 \ \ \! P��y Batt,• utility PoleOV 4 cooDO \ 1� Bituminous O Drive �o ^V Pea stone \ / i Drive \ 2 Story \ \ Wood Dwelling ' \ \ #428 Wanno Ave. \ \ \\ or \ Pos Flrst Floor E7ev. 14.86' 39.1'\ \ \ \ \\ J utility Pol �� "'— " .--15"" _•--- 1 °a` I .o t O c \ \ \ \ \ .o�.'L� Wetland Flags i co, f'?io `3p,' \ \ 1 `. A7 Paced By ENSR �o Transect 1-2 �o Vv\ ) \ A8 /\O ) O �o->�� - co\� Flood Zone Lines From FIRM Map Community-Panel Number 250001 0016D Map Revised July 2, 1992 "gym. 7 rf,T RrA 4 `` SUIUAY Cg NOTES: PREPARED BY- PREPARED FOR: TITLE. Site Plan 1.) The property line information shown was Sullivan Engineering, Inc. CapeSury Nathaniel A. Grecompiled from available record information. Gregory y ProposedShed PO Box 659 7 Parker Road P. 0. Box 237 2.) The topographic information was obtained Osterville, MA 02655 Osterville MA 02655 At o from an on the ground survey performed on Osterville Mo. 02655 or between 10/MAY/02 and 30/JUL Y/o2. (508)428-3344 (508)428-3115 fax (508) 420-3994 (508) 420-3995 fax capesurvOcapecod.net 428 Wianno Avennue 3.) The datum used is NGVD '29. Draft: JOD Field. WHK/MDH 20 0 10 20 40 $0 Barnstable., (Osterville) Mass. (bReview: PS Comp.: MDH/RRL DATE. 1 V Q oo Q SCALE. �s 0 REV - 22/AUG/06 - re-flagged wetland added September 1 C� Project:25019 Drawing # C146_1P1.dwg 1). a 1 , , WISE ASU I JOKES -ARC M- HCTS 24 CENTRE STREET-____----------- --___—- ------- r, NEW BEDFORD, MA 02740 (50_)9976977 FAX(509'997-0993 PROPOSED NEW BAY WINDOW WITH WINDOW SEAT NEW LVL HEADER-SIZE T.B:D. t 7'-6° f' MUD ROOM i J PROPOSED-NEW-BUILT IN CABINEL 5[STING ,l FOR TELEVISION/STEREO o N Television Cab. Cab. NOTES f. I 10 � � I I I � SCREEN PORCH <76 DOSTING i .REVISIONS: First Floor Plan Dec. 4, 200'7 -Modify Bay Window Scale. 164 =1, .... ...... ........ : N ESN HEADERS..INSTALLER.SIZE LB,D: AFTER.FRAMING' IRECTION HA BEEN ESTABLISHED I : I I , Patricia and Nathaniel Gregory Residence - I I- _-- _ T --_ -- - --- _ __ _.- - Proposed -- - Modficatlons Wiannb Avenue -- __L_. l._..�_.__ --- -- -- -- _-- - ABfN Osterv�lle, -- MA AB � I 44 FTELEVISION - LAT SCREEN � � .. . . I I TITLE New. BayWindow and u __ .--- N _ N It In Entertainment Center -ANOERSE_ 45 DOUBI,E.HU.G BAX WINDOW WITH 2-0.FLANKING UNITS UNIT#4 3442 2 :R:O.-7-E3 3:4 k4.6 4 --- _ -------_--_ -- . _ .... BASE A T ! a `.. . . SCALE; As Net�d • � ;. I E S ,. r � _� - ., .� .OPEN TO STAIR/ENTRY HALL .. r :. - _ DATE: March 22, 2006 I ji DRAWS':GJ TT ---- _ DRAWING NUMBER - Schematic Entertainment Center interior View of New Bay Window -- .— -- _..:_.__. _ -__.. _ _.. ------ - -- .. __._:, Scale:1 2" 1.-0" Scaler 1/7'r 1.-0.. Partial East Elevation Scale:1/4,,.= 1.-0" _- - _...._ - TORTERMYr 0 WYSE-SURMA-JONES-AiZCHITECTS