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0464 OLD STAGE ROAD
e r qw, rA. t� , s a v.,._ -.:s v. ) .* M.: .:is.. . � .fi'.', .'J M.��:t" M3' •:'', Id�f, ,"�' 'h.k.r -'i�iY ."✓'R � °e.,`•`..� ��^ �i.:K'[T r A 'y,n. .+- W",�tr: 'r}"'r• "L.1' W ik �.�- rz .,..w.�t e.. ,.. +y'. +�..u,:.�. ... ..,•.,, „a•i�"..t.�"..+. + a. c� �.. "s" m$, •`� o ''� 'fin _ �tk"•' fir_ C+ ,:€-." '� �; ... , s..:.r .. ,.: r ',i`c u.. °.�.rf•'4. a' 4. f ,�y; �:;G r �Ft �'r..: - ,.. 4' ,:r. - .�.� .s. ., 'f y.: as "' r ar+ ,: u d .-�� �;..v�[..i�..c.i� `� v.. ?b^ 'r' t .�• �1,.. yxa 'C - 9' p r i '` •fit is • 1 Q A ;a , : k t N t o k. i v V Town of Barnstable Regulatory Services Richard V. Scali,Director Building Division r * BMWS"LE MAM Paul Roma,Building Commissioner s63q. ♦0 'O�Fp�cl a 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: 35 Permit#: HOME OCCUPATION REGISTRATION Date: Name: -T- C Phone#: 7 7 Address: y6 Village: C?tn A Name of Business: x4 TypeofBusiness: �awrn��ti an � "� Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within-the required front yard. • There is no exterior storage or display-of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be, included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. Applicant: Date: Homeoc.doc Rev.06/20/16 w YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission a e. ou must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st Fl., 367 Main St., Hyannis, MA 02601. (Town Hall) and get the Business Certificate that is required by law. DATE: 'R ` 4- Fill in please: APPLICANT'S YOUR NAME/S: .J -7 y..iUr BUSINESS YOUR HOME ADDRESS: V6el 04,. s? Q. 116' ��-�••••�w-�� TELEPHONE # Home Telephone Number fV.11, E-MAIL: E1 rtn 6 NAME-OF CORPORATION: NAME OF-NEW BUSINESS .� TYPE OF BUSINESS v IS THIS A HOME OCCUPATION? YES NO ADDRESS OF BUSINESS. : �cl MAP/PARCEL NUMBER /5`4 :12 (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO Tn 2_00 Main St.-- (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your busin se s in this town. - 1. BUILDING COMMISSIONER'S OFFICE This individual has Inf med any permit requirements that pertain to this type of business. .� `MUST COMPLY WITH HOME-OCCUPATION Aut orized Signature** - :LJLES AND REGULATIONS. FAILURE TO COMMENTS: �r nevi Y NAAV RFOW T IN FINES. 2. BOARD OF HEALTH -0 This individual has been informed of the permit requirements that pertain to this type of business. r 'Authorized Signature* COMMENTS: . 3. CONSUMER AFFAIRS (LICENSING AUTHORITY)This individual has been informed ofthe licensing requirements that pertain to this type of business. q Authorized Signature** COMMENTS: . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 19 Parcel S Application Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis �lzy/l3 Project Street Address 4 64 0 LA 'Sta re 2d Village m O 2.G 3 2 Owner C -EiZ�°tN fiE Address (C� Cti�A-iLi ES S�- Telephone J0 9 Permit RequestF - <,9-ri too t ul a S h ee+rv4c it 11 -f-a law- N APG M (`4}�6 rjMa�rS' Square feet: 1 st floor: existingnr pr oposed 2nd floor: existing proposed b o_Total new •Zoning District Flood Plain NJA Groundwater Overlay, Project Valuation 501000 ` Construction Type Lot Size- �lS�'1 + 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 VNo Basement Type: X Full XCrawl ❑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 E Total Room Count (not including baths): existing new 0 First Floor Room Count Heat Type and Fuel: XGas- ❑ Oil q Electric ❑ Other 3, _4 r Central Air: ❑Yes _VNo Fireplaces:'Existing New Existingwood/coal stove _0 Yes O.No r :.. . Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Bard: ❑ existing ❑view size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ U0 Commercial ❑Yes ❑ No If yes, site plan review # --.- - Current-Use-=- _Pr_oposed Use - - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ��hh Name � 1G���'� �����N� Telephone Number ✓" `U `.b Address D C wiir I Es' �g{- License # C,S " JD 3=2a �AiJ11W�G1^ ', 1�.1� D2G3 Home Improvement Contractor# Worker's Compensation # 1E(A-4664653--6-1� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO T)u.M�s I SIGNATURE �/�-!( DATE 16 1 a�l3 FOR OFFICIAL USE ONLY .APPLICATION# DATE ISSUED = , MAP/PARCELNO. { .. ,y ADDRESS VILLAGE OWNER : ; ^ ys _ ... y . : , � •�`• _ � . • : . DATE OF INSPECTION: _,FOUNDATION: — a ol FRAME INSULATION `� V37 FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL C GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ` ASSOCIATION PLAN NO. el , r t 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 /'� (I _ `'- 1 Please Print Legibly Name(Business/Ora niz tion/Individuai): N\6,lolgr 04 Atj4��T�- 1D 1� 114✓1eil E L `�P�ISPl Address: l a C t}A a l rS 94 City/State/Zip:.. S R V 13 W, %C.h Mi} 025'63 Phone '?9T 6 AVen an employer?Check the appropriate box: Type of project(required): 1. am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition. working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'Comp. insurance comp. insurance.1 required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑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#l.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 tins 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. , II Insurance Company Name: THE T f P 5 l e KD Policy#or Self-ins.Lic.#: I C—U 6— L{136!4(p 53"6 t Expiration Date:-3/I51H / I _Il 3 2 Job Site Address: "1 G ��U S E R� City/State/Zip: �- MA 0 2 6 .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$1,50.0.00 and/or one-year imprisonment,as weIl as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day-against the violatot. 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..c/erl ify u der the pains and penalties of perjury that the information provided above is true and correct -Si ature• 1. Date: Phone# 6—D Q 2 00 1 A-Y 6 Official use only. Do not write in this area,to be completed by city or town of iiciaL City or Town-' Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: w. Phone#: 1 Information and .. structions Massachusetts General Laws chapter 152 requires all employers to ovide workers' compensation for their employees, 1'TTrc,7antto statute,an employee is defined as"...every person ' the service of another under any contract of hire, express or' Lied,oral-or written." An employer is fined as"an individual,partnership,association, rporation or other legal entity, or any two or more .. of the foregoingg en ged in a joint enterprise,and including the le al representatives of a deceased employer,or the receiver or trustee.of individual,partnership, association or oth legal entity,employing employees. However the' owner of a,dwelling ho having not more-than three apartments d who resides therein,or the occupant of the dwelling house of another o employs persons to do maintenai ,construction or repair work on.such dwelling house' or on the grounds orbuilding urtenant thereto shall not beta of such employment be deemed to•be an employer."- MGL chapter.152, §25C(6)also sta s that"every state or local icensing agency shall withhold the issuance or renewal of a Iicense or permit to op e to a business or to co ruct buildings in the commonwealth for any applicant who has not produced accep ble evidence of com liance with the insurance,coverage required." Additionally,MGL chapter 152, §25C(7) s"Neither the co onwealth nor any of its politicafsubdivisions shall enter into any contract for the performance o ublic work un' acceptable evidence of compliance with the insurance requirements of this chapter have been presente the contra g authority." Applicants Please fill out the workers' compensation affidavit cJa I ,by checking the boxes that apply to your situation and,if. necessary, supply sub-contractor(s)name(s),addresshone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Lii ility Partnerships(LLP)with no employees other than the members or partners,are not required to carry workep lion insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this i may a submitted to the Department of Industrial Accidents for confirmation of insurance coverage. s re to and date the affidavit. The affidavit should be returned to the city or town.that the application foit or Iice se is being requested,not the Department ofIndustrial Accidents. Should you have any questions g the law o if you are required to obtain a workers' compensation policy,please.call the Department at thr listed belo. Self-insured.companies should enterthei.r self-insurance license number on the appropriate line City or Town Officials . Please be sure that the affidavit is complete and printed legs Iy. The Depkiment h r'ovided a space at the bottom of the affidavit for you to fill out in the event the Office of.. vestigations has to conta ou regarding the applicant. Please be sure to fill in the pergiit/license number which w be used as'a reference num . In addition,an applicant that must submit multiple pennitllicense applications in any . ven year,need only submit o affidavit indicating:currem. policy information(if necessary)and under"Job Site Addre "the applicant should write'all cations in (city.or ' town)."A copy of the-affidavit that has been officially stain ed or marked by the city or town ma be provided to the' applicant as proof that a valid affidavit is on file for future p.rmits or licenses. A new affidavit m be filled out each year.Where a home owner or citizen is obtaining a license r permit not related to any business or co ercial 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 like to thank you in advance for your cooperation and sliould 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 4 Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel,`#617-7274900 ext 406 or 1-877-MASSAFE Zevised 4-24-07 Fax# 617-727-7749 www.mass.gov/dia DANIENT-01 GOCA ACORO' DATE(MMIDDIYwYt CERTIFICATE OF LIABILITY INSURANCE D TE17/2013 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 Hsu of such endorsement(s). PRODUCER (508)676-0309 'NAME Carol Goulet Vivelros Insurance Agency,Inc. PHO No 375 Airport Road E : 508$76-0309 F ,No): 508 24-0147 Fall River,MA 02720 ADDRESS:cgoulet@viveirosinsurance.com INSURER(S)AFFORDING COVERAGE NAIC 0 INSURERA:Harleysville Group INSURED Danielle Enterprises INSURERS:The Travelers Indemnity insurance Company 25682 10 Charles Street INSURERC: Sandwich,MA 02563- 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 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 POLICY EFF POLICY LTR TYPE OF INSURANCE POLICY NUMBER MIDD MIDD P LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 ED A X COMMERCIAL GENERAL LIABILITY SPPI3613N 3/27/2013 3/27/2014 PREMISES Ea occurrence $ 100,000 CLANS-MADE FK OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $. 2,000,000 GEN'L AGGREGATE LM rr APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 X POLICY PRO7 LOC $ AUTOMOBILE LIABILITY COMBINED Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS AUTOS Per a NON-OWNED PROPERTY DAMAGE $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION X �ST� OTK AND EMPLOYERS'LIABILITY ER B ANY PROPRIETORIPARTNERIEXECUTIVE Y❑ NIA IE.UB-4B64653-643 3/15/2013 3/15/2014 E.L.EACH ACCIDENT $ 100,000 OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY Lima $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,I more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. Building Dept 200 Main St AUTHORIZED REPRESENTATIVE Hyannis,MA 02601- & - ��. . ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supemisor _- License: CS-050328 NICHOLAS F G 10 CHARLES ST; R r s SANDWICH MA,02a63-- w1tii Expiration;.,:: Commissioner 0.1123/20153;- � 1, -� Office of Consumer Affairs and usiness Regulation 10 Park Plaza- Suite 5170611- Boston, Massachusetts 02116 Home Improvement or Registration D tA I Registration: 120372 Type: DBA Expiration: 12/3/2013 Tr# 219441 DANIELLE ENTERPRISES NICHOLAS GIANFERANTE ` 10 Charles Street SANDWICH, MA 02563 'Update Address and return card.Mark reason for change — Address Renewal Employment Lost Card DPS-CA1 G j50M-W04G101216 �e °, `/�a°°a�/'.`°et� License or registration valid for individul use only Office of Consumer Affairs&B mess.Regulation registra Y ` HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration �020372 Type: Office of Consumer Affairs and Business Regulation Expiration: <f273=13 DBA 10 Park Plaza-Suite 5170 Boston,MA 02116 DA LLE ENTEFtP[ISES i w? NICHOLAS GIANT€ 10 Charles Street ' SANDWICH,MA Undersecretary �__, Not valid without signature 4 REScheck Software Version 4.4.4 Compliance Certificate Project Title: Old Stage Energy Code: 2009 IECC , Location: Centerville(Barnstable),Massachusetts Construction Type: Singe-family Project Type: Alteration Heating Degree Days: 6137 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 464 Old Stage Road Nicholas Gianferante Centerville,MA Danielle Enterprises 10 Charles Street Sandwich,MA 02563 508-280-9896 ngianferante@yahoo.com Maximum UA: 269 Your UA:269 Envelope Assemblies Ceiling 1:Cathedral Ceiling 1,008 38.0 0.0 27 Wall 1:Wood Frame,16"o.c. 1,680 20.0 0.0 76 Window 1:Vinyl Frame:Double Pane with Low-E 213 0.300 64 Window 2:Metal Frame with Thermal Break:Double Pane with Low-E 75 0.300 23 Door 1:Solid 63 0.400 25 Door 2:Glass 41 0.350 14 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 864 19.0 0.6 40 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 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist lcholds Gi r�� ` l S/��y 13 Naomi ie-Title Signature Date Project Title: Old Stage Report date: 07/17/13 Data filename: Untitled.rck Page 1 of 8. REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. 20091ECC Pre-Inspection/Plan Review Plans Verified Field Verified Complies? Comments/Assumptions Value Value 103.2 ;Construction drawings and ❑Complies [PR1]' documentation demonstrate energy ❑Does Not Comply code compliance for the building ❑Not Observable ;envelope. IE]Not Applicable 103.2, Construction drawings and ❑Complies 403.7 documentation demonstrate energy ❑Does Not Comply [PR3]' code compliance for lighting and ❑Not Observable mechanical systems.Systems serving ❑Not Applicable multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is ; Heating: ; Heating: ;❑Complies [PR2]2 sized per ACCA Manual S based on Btu/hr Btu/hr ;❑Does Not Comply loads per ACCA Manual J or other ; Cooling: Cooling: :❑Not Observable approved methods. Btu/hr Btu/hr ;❑Not Applicable ; Additional Comments/Assumptions: t 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Old Stage Report date: 07/17/13 Data filename: Untitled.rck Page 2 of 8 2009 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to protect ;❑Complies [F011]z exposed exterior insulation and extends a :❑Does Not Comply: 8J minimum of 6 in.below grade. ❑Not Observable ❑Not Applicable 403.8 Snow-and ice-melting system controls ;❑Complies t [FO12]2 installed. :❑Does Not Comply 9 FlNot Observable ' ❑Not Applicable Additional Comments/Assumptions: - I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Old Stage Report date: 07/17/13 Data filename:-Untitled.rck Page 3 of 8 2009 IECC Framing/Rough-In Inspection Plans Verified Field Verified Complies? Comments/Assumptions Value Value 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies table 402.3.4 []Does Not Comply:for values. [FR1]' ❑Not Observable l ;❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies table 402.3.1, average). ❑Does Not Comply:for values. 402.3.3, ;❑Not Observable 402.5 ; :❑Not Applicable [FR2]1 ; ; 303.1.3 ;U-factors of fenestration products are 10compiies [FR4]' :determined in accordance with the ❑Does Not Comply ;NFRC test procedure or taken from []Not Observable the default table. []Not Applicable 402.3.5 ;Sunrooms enclosing conditioned U- U- ;❑Complies [FR8]' space have a maximum fenestration :❑Does Not Comply U-factor of 0.50 in Climate Zones 4-8. ;❑Not Observable New glazing separating the sunroom ;❑Not Applicable from conditioned space must meet code requirements. 402.3.5 i Sunrooms enclosing conditioned ; U- ; U- ;❑Complies [FR9]' space have a maximum skylight U- :❑Does Not Comply factor of 0.75 in Climate Zones 4-8. ;❑Not Observable ❑Not Applicable 402.4.4 ;Fenestration that is not site built is ❑Complies t [FR20]' listed and labeled as meeting ❑Does Not Comply; AAMANVDMA/CSA 101/I.S.2/A440 or ❑Not Observable has infiltration rates per NFRC 400 []Not Applicable that do not exceed code limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housingfinterior finish and ❑Does Not Comply labeled to indicate 2.0 cfm leakage at Not Observable ; 75 Pa. ❑Not Applicable 403.2.1 Supply ducts in attics are insulated to ; R- R- ;❑Complies [FR12]' R-8.All other ducts in unconditioned R_ R-' ❑Does Not Comply ;spaces or outside the building ;❑Not Observable envelope are insulated to R-6. ❑Not Applicable 403.2.2 ;All joints and seams of air duds,air ❑Complies [FR13]' 'handlers,filter boxes,and building []Does Not Comply 1 cavities used as return duds are []Not Observable 'sealed. ❑Not Applicable 403.2.3 Building cavities are not used for ❑Complies ; [FR15]3 supply duds. ❑Does Not Comply ❑Not Observable ; ❑Not Applicable 403.3 HVAC piping conveying fluids above ; R- R- ;❑Complies [FR17]2 105 OF or chilled fluids below 55 IF :❑Does Not Comply are insulated to R-3. ; ; ;❑Not Observable jo ❑Not Applicable 403.4 Circulating service hot water pipes are; R- ; R- ;❑Complies [FR18]2 insulated to R-2. T❑Does Not Comply ;❑Not Observable t ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air intakes and ❑Does Not Comply exhausts. []Not Observable ; []Not Applicable Additional Comments/Assumptions: W 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) J 3 1 Low Impact(Tier 3) Project Title: Old Stage Report date: 07/17/13 Data filename: Untitled.rck Page 4 of 8 • - 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title- Old Stage Report date: 07/17/13 Data filename: Untitled.rck Page 5 of 8 2009 IECC Insulation Inspection Plans Verified Field Verified Complies? Comments/Assumptions Value Value 303.1 All installed insulation is labeled or the ❑Complies [IN13]2 installed R-values provided. ❑Does Not Comply J ❑Not Observable []Not Applicable 402.1.1, Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies table 402.2.5, ❑ Wood ❑ Wood ❑Does Not Comply:for values. 402. 6 ;❑ Steel El,Steel ;[]Not Observable ;❑Not Applicable 303.2, Floor insulation installed per ❑Complies ; 402.2.6 manufacturer's instructions,and in ❑Does Not Comply [IN2]' ;substantial contact with the underside ❑Not Observable ( of the subfloor. []Not Applicable 402.1.1, ;Wall insulation R-value.If this is a R- ; R- ;❑Complies ;See the Envelope Assemblies table 402.2.4, mass wall with at least''/:of the wall ❑ Wood ❑ Wood T❑Does Not Comply:for values. 402.2.5 ;insulation on the wall exterior,the ❑ Mass ❑ Mass T❑Not Observable [IN3] :exterior insulation requirement ; applies. ❑ Steel ❑ Steel 1❑Not Applicable ; PP 303.2 ;Wall insulation is installed per ❑Complies ; [IN4]' :manufacturer's instructions. ❑Does Not Comply I ❑Not Observable []Not Applicable ; 402.2.11 ;Sunroom wall insulation has a ; R- ; R- ;❑Complies ; [IN8]' minimum R-value of R-13.New walls :QDoes Not Comply ;separating the sunroom from ; ;QNot Observable conditioned space must meet code ;❑Not Applicable requirements. 303.2 I Sunroom wall insulation installed per ❑Complies ; [IN9]' manufacturer's Instructions. ❑Does Not Comply ❑Not Observable IONotApplicable 402.2.11 ;Sunroom ceiling minimum insulation R- R- ;❑Complies ; [IN10]' R-value of R-19 in Climate Zones 1-4, QDoes Not Comply and R-24 in Climate Zones 5-8. ; ;❑Not Observable ;❑Not Applicable 303.2 ;Sunroom ceiling insulation is installed ❑Complies ; [IN11]' per manufacturer's instructions. ❑Does Not Comply ❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Old Stage Report date: 07/17/13 Data filename: Untitled.rck Page 6 of 8 2009 IECC Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions Value Value 402.1.1, ;Ceiling insulation R-value.Where>R-;, R- R- ❑Complies ;See the Envelope Assemblies table 402.2.1, :30 is required,R-30 can be used if ❑ Wood ;❑ Wood El Does Not Comply:for values. 402.2.2 insulation is not compressed at eaves.;❑ Steel ❑ Steel ❑Not Observable [F11]' ;R-30 may be used for 500 IF or 20% ❑Not Applicable (whichever is less)where sufficient space is not available. ; 303.1.1.1, Ceiling insulation installed per ❑Complies ; 303.2 manufacturer's instructions.Blown []Does Not Comply [F[2]' insulation marked every 300 ft2. ❑Not Observable []Not Applicable 402.2.3 Attic access hatch and door insulation R- R- ;❑Complies [FI3]' R-value of the adjacent assembly. :❑Does Not Comply ;❑Not Observable ❑Not Applicable 402.4.2, Building envelope tightness verified ; ACH 50= ; ACH 50= ;❑Complies 402.4.2.1 by blower door test result of<7 ACH :❑Does Not Comply [FI17]' ;at 50 Pa.This requirement may ; ❑Not Observable instead be met via visual inspection, ; � i ;, p :[]Not Applicable ; m which case verification may need to occur during Insulation Inspection. 402.4.3 Wood-burning fireplaces have ❑Complies ; [FI8]2 gasketed doors and outdoor ❑Does Not Comply combustion air. ❑Not Observable ' 1E]Not Applicable 403.2.2 ;Post construction duct tightness test cfm cfm ;❑Complies ; [F14]' result of 8 cfm to outdoors,or 12 cfm :❑Does Not Comply; across systems.Or,rough-in test ;❑Not Observable result of 6 cfm across systems or 4 ;❑Not Applicable cfm without air handler.Rough-in test verification may need to occur during ; Framing Inspection. ; 403.1.1 Programmable thermostats installed ❑Complies ; [FI9]2 on forced air furnaces. ❑Does Not Comply Qj ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed on ❑Complies [F[10]2 heat pumps. ❑Does Not Comply j ❑Not Observable ; IC]Not Applicable 403.4 Circulating service hot water systems ❑Complies [F111]2 have automatic or accessible manual ❑Does Not Comply o controls. ❑Not Observable [-]Not Applicable 403.9.1 Readily accessible switch on heaters ❑Complies [F[12]3 for swimming pools. ❑Does Not Comply Q ❑Not Observable []Not Applicable 403.9.2 Timer switches on pool heaters and ❑Complies [FI19]3 pumps are present. ❑Does Not Comply Qj ❑Not Observable I[]Not Applicable 403.9.3 Heated swimming pools have a cover. ❑Complies [F120]3 Covers on pools heated over 90 IF ❑Does Not Comply are insulated to R-12. []Not Observable 1E]Not Applicable 404.1 ;50%of lamps in permanent fixtures ❑Complies ; [F[6]' are high efficacy lamps. ❑Does Not Comply: []Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Old Stage Report date: 07/17/13 Data filename: Untitled.rck Page 7 of 8 20091ECC Final Inspection Provisions Plans Verified Field Verified Value Value Complies? Comments/Assumptions 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not Comply 101 []Not Observable ❑Not Applicable 303.3 Manufacturer manuals for mechanical OComplies [Fill]3 and water heating equipment have ❑Does Not Comply e been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Old Stage Report date: 07/17/13 Data filename: Untitled.rck Page 8 of 8 2009 IECC [energy . [efficiency Certificate Wall 20.00 Floor 19.60 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): r3 l MUM Window 0.30 Door 0.40 Other(Except Gas-Fired Steam) 90 AFUE Cooling System: Water Heater: Name: Date: Comments: i °FTHE r Town of Barnstable } °t Regulatory Services Thomas F.Geiler,Director ATEn � Building Division Tom' Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable-ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, �" G�� �. , as Owner of the subject roe l P p ny hereby authorize—E� to act on my behalf, in all matters relative to work authorized by this building permit c Gc� alai s- - gal (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. IA �� Signature of Owner Signature of App t —V(CW,05' 9iA,,& Print Name Print Name Date Q:FORMS:OWNERPERMISSI0NPOOLS 62012 SST Town of Barnstable HE .RegW4tory Services } RARNCf•ARLE, Thomas F.Geiler,Director MASs' Building Division .., Tom Perry,Building Commissioner t .. 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 �1 Fax:•508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code,' The current exemption for"homeowners"was exte ed to inclu owner-occumed'dwellings of six units or less.and to allow homeowners to engage an individual for hire ho doe not possess a license,provided that the owner acts as supervisor. DEFINITION OMEOWNER Person(s)who owns a parcel of land on which he/she resi or intends to reside, on which there is, or is intended to be, a one or two dwelling, attached or detached s c es accessory to such use and/or farm structures. A person who constructs more than one home in a two-ye pen shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official o a form ac eptable to the Building Official,that he/she shall be responsible for all such work pfrformed under the b din ermi '(Section 109.1'.1) The undersigned"homeowner"assumes responsib 'ty for complian e with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he she understands the To of Barnstable Building Department minimum inspection procedures and requirem is and that he/she will co ly with said procedures and requirements. Signature of Homeowner Approval of Building Official 1 Note: Three-family dwellin s containing 35,000 cubic feet or larger will b required to comply with the State Building Code Section 127.0 C nstruction Control- HOMEOWNER'S EXEMPTION i The Code states that.`,An homeowner performing work for which a building emut'is required s all be exempt from the provisions Y , P g; g PP of this section(Section 109.1.1-`Licensing of construction Supervisors);provided that if the hom`eownerenga s a•person(s)for hire to do sucti- work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a uperAsor(see Appendix Q, Rules&Regulations for Licensing Construction,Supervisors,Section 2.15) This lack of awareness often results ins •ous problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person t would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. j Q:fbrms:homeexempt o TRIPI ENGINEERING SERVICES,LLC 433 Main Street,Suite 4 Hudson,Massachusetts 01749 o www.tripiengineering.com a 19 July 2013 Mr. Nick Gianferante 10 Charles Street Sandwich, MA Project: 130085.00- 464 Old Stage Road, Centerville, MA Subject: Review of Structural Effects of Proposed New Construction on Existing Foundations Dear Mr. Gianferante: At your request, I reviewed the proposed new construction at 464 Old Stage Roadr to determine the anticipated structural effects on the existing foundations. Our review was based upon the information that you provided to us in the 5 July 2013 drawing set (attached for reference), and was limited to a structural analysis to determine effects on design loads. Based upon the drawings provided, we understand that the work will include installation of a new, continuous ridge beam, where formerly, there was no ridge beam at all. We understand that the new ridge beam will be supported at four points, two of which are at the interior of the building, and two of which are at the building exterior. We understand that the interior support points will be posts,that extend down to a new footing, and to an existing concrete wall. We find that these interior supports will provide sufficient capacity to safely resist the design loads provided that the footing sizes are provided / confirmed to be as shown on the attached plan view and that the soil conditions are sandy gravel. We understand that the exterior support points will extend down to existing support walls. At the left side, we recommend that an additional footing be provided, as indicated on plan. At the right side, we understand that the point load will be supported by the existing.CMU wall and footing, which has sufficient strength to safely resist the design load. We understand that you will add supplemental wood framing to strengthen the structure throughout, which will add some weight, but the limited amount of additional weight added will be more than offset by the reduction in design load due to the addition of the ridge beam. As such, there is no net increase in design load on the front and rear foundation walls. Still, as discussed, the addition of "Structural Skin," by Conproco (or another equal, fiber-reinforced, trowel-applied cement-based structural coating) should improve continuity of the existing foundation elements and we recommend that it be considered. Application should be in accordance with Manufacurer's instructions (see attached datasheet), any foundation cracks should be repaired as part of this process. �P��NOFMgssO incerely yours, � q SEPH TRIPI• TRUCTURAL No.45212 J Matthew Tripi, PE °�F sc'STE rincipal oIYAL E J° Telephone/Facsimile 0 781-287-0077 g)(go) LJCORPORATION Structural Skin@ Trowel ors spray applied, WHERE TO USE P Y PP fiber reinforced, Base coating for cement based structural coating. exterior wall systems Refer to Conproco over block,concrete, brick, Exterior Wall Systems. exterior sheathing and plywood. PERFOR@IUMCE PRIMIMG 0 Trowel on with a vertical motion CHARACTERISTICS 13 No priming is required and finish with a horizontal motion. Waterproof barrier under normal circumstances. Conproco Impact RF Wall 0 Passes ASTM E514. System(reinforced fabric Anti-carbonation barrier MIXIRlG on approved sheathing) 0 Mitigates carbonation of concrete. 0 Mechanically mix using a 13 Board must comply with applicable Durable low speed drill(400-600 rpm) standards(ASTM C79,and 0 Resistant to weathering action, and mixing paddle or mortar mixer. ASTM C 1177)and be firmly attached excellent freeze/thaw stability 0 Pour 5 quarts of potable water to substrate in accordance with and abrasion resistance. into a clean mixing vessel and applicable building codes. Breathability slowly add all of the powder. 0 Place trim accessories(expansion 0 Allows moisture to diffuse, 0 Mix continuously for 3 minutes joints,corner bead,etc.)as specified. preventing damage from moisture to a uniform, lump-free consistency. 0 Mechanically fasten the specified build-up in wall system. 0 Add up to 1 pint of additional reinforcing mesh to the substrate Structural water if needed. and within the confines of the panels. 0 When applied to both sides of 0 Allow to"breathe"for 1 minute created by the trim accessories. dry stacked concrete block,forms a and remix for 1 minute. Make sure to overlap the flanges structural wall system.IBC approved. This will improve workability of the trim accessories. Smooth finish and open time. 0 Add 2 quarts of K-88 Admix(replacing 13 Ready for roller,spray and trowel 0 Do not over mix,as this will 2 quarts water)per bag of material. applied decorative coatings such as, entrain air and cause damage 0 Trowel or spray apply material to Conpro Flex. Conpro Lactic and to the glass fibers. a uniform minimum of 1/8 inch. Conpro Color Coat. 0 Embed specified mesh fabric APPLICATIOPH into material. SURFACE Mortarless concrete 0 Apply additional coat at PREPARATIOR! block wall system 1/16-1/8 inch to completely cover 0 Remove loose and deteriorated 0 At the time of application,surfaces mesh and achieve a level plane. material,laitance,dirt,dust,oil should be saturated surface dry Conproco Impact RM Wall and any surface contaminants (SSD)but hold no standing water. System(reinforced metal lath) that will inhibit proper bond. 0 Concrete block must be butt tight 0 Plywood and OSB must be APA 0 Repair spalled areas, and wall plumb and level. Exterior rated and be firmly attached static cracks and voids with 0 Trowel or spray apply material to substrate in accordance with Conpro Set or Structural Skin. to a uniform minimum of 1/8 inch. applicable building codes. 0 Substrate should have 0 Apply with a vertical motion and 0 Masonry and concrete walls open-pored and textured surface. finish with a horizontal motion. must be structurally sound. 0 Apply Conpro Start. 0 Material must be applied so that 0 Place trim accessories(expansion where a consolidant is of benefit both sides of the wall have a joints,corner bead,etc.)as specified. 0 Saturate substrate with clean uniform,continuous 1/8 inch coating. 0 Mechanically fasten self-furring water,(saturated surface dry/SSD). Conproco Impact Wall diamond mesh metal lath Wall should be wet when System(existing block, (complying with ASTM C841 and Structural Skin is applied. brick and concrete) ASTM C847)within the confines 0 For best results on concrete 0 At the time of application,surfaces of the panels created by the trim grind or abrasive blast(CSP 3). should be saturated surface dry accessories.Make sure to overlap Refer to ICRI Surface Preparation (SSD)but hold no standing water. the flanges of the trim accessories. Guide 03732 for information about 0 Add 1 quart of K-88 Admix(replacing 0 Add 2 quarts of K-88 Admix(replacing Concrete Surface Preparation(CSP). 1 quart water)per bag of material. 2 quarts water)per bag of material. 0 Refer to Conproco Exterior Wall El Trowel or spray apply material to 0 Trowel or spray apply material to Systems literature for preparation a uniform minimum of 1/8 inch. a uniform minimum of 3/16 inch, over substrates other than 0 Apply additional coat at to completely,cover the lath. ' concrete and concrete block. 1/16-1/8 inch to achieve a level plane where desirable. D IVI S 10 N • �l . Structural Skin@ CURIIHG LIMITATIOMS HEALTH AM SAFETY 0 Keep damp with a fine mist 0 Do not apply unless substrate 0 Product is alkaline. of water for 24 hours. and ambient temperature can be 0 Do not ingest. 0 Protect from direct sunlight,wind, maintained at a minimum of 40°F 0 Avoid breathing dust. rain and frost during curing period. for 24 hours. Refer to ACI Cold 0 Avoid contact with skin and eyes. Weather Application Guidelines. 0 Refer to Material Safety Data Sheet CLEAR! UP 0 Cold mixing water and . (MSDS)for additional information. 0 Clean tools and equipment with low temperature will retard set. water immediately after use. Hot water and high temperature FIRST AID Cured material must be removed will accelerate set. 0 In case of skin contact,wash mechanically. O Protect application from precipitation thoroughly with soap and water. and high wind for at least 8 hours. 0 For eye contact,flush immediately COVERAGEMELD 0 Do not add more water than specified. with a high volume of water 0 45 ft 2/50 lbs.® 1/8 inch. 0 Do not re-temper as this will for at least 15 minutes and damage the fiber glass reinforcing. contact a medical professional. PRODUCT I»MDLIMG 0 Avoid overworking material O For respiratory problems, Packaging during placement. remove person to fresh air. 0 50 lbs. multi-wall,poly lined bags. 0 Over mixing will cause damage Shelf Life to the fiber glass reinforcing. DISPOSAL 0 12 months when properly stored. O Dispose of material Storage in accordance with local, 0 Transport and store in cool,clean, state or federal regulations. dry conditions in unopened containers. 0 High temperature or high humidity will reduce shelf life. TECHPdICAL DATA Physical state and appearance Gray or white powder Base Portland cement pH Wet mix >12 Water/cement ratio 0.6—0.49 with 2 quarts K-88 Admix Setting time by vicat needle ASTM C191 Initial 60 minutes—Final 270 minutes Durometer hardness ASTM D2240 60-70 Water penetration and leakage ASTM E514 100% reduction in leakage Carbon-arc weathering ASTM G 152 2000 hours-no effect Length change ASTM C157 300 pstrains®28 days 7 Days 14 Days 28 Days Compressive strength—psi ASTM C109 4150 4400 5100 With 2 quarts of K-88 Admix 5000 5290 6300 Flexural strength —3 point loading—psi ASTM C78 1100 Tensile strength—psi ASTM C307 400 430 430 With 2 quarts of K-88 Admix 600 600 635 Allowable design stress based on gross area of the CMU(IBC)for mortar-less wall construction Compressive stress—psi Standard block 45 Ground block 85 Shear stress 10 Tensile stress in flexure,vertical span—psi 18 FOR PROFESSIONAL USE ONLY Conproco Corp.warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current technical data sheet if used as directed within shelf life.User determines suitability of product for use and assumes all risks. Buyer's sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor.July 2009. NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. CONPROCO CORP.SHALL NOTE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. oOn[ p7OC'10� 17 PRODUCTION DRIVE, DOVER, NEW HAMPSHIRE 03820 TELEPHONE 800.258.3500 9 FAX 603.743.5744 9 WEB ADDRESS www.conproco.com a j L� fYY--..rr++ .•�.z�r , a�x _ _ 'n�.i l+J � "' „'C@. _-+..�..--.-•t �. :�e". «' ; '� '1sy i � ��. �•. t1.C - w I 14111V _ .. .T •� .- _..__.. ""�.. fir' k •r.r � h* {. r w +►s•c. ,. .-�• "1.."1 "^..`..ti►. ' + �� �. ,sA + x,•' �ray ta•,• - �'��`"':� r ,wt. � � '1w. 31M$.:Ul�'►. M," rr",°�{' yr�1� � wt ,•,�' `"S�'*-•. . F N•l - .. Jt4 .f '-,;b v'6��. �.� �a� +•s ,4t,�• sk{I l% r Ar FRONT ELEVATION RIGHT SIDE ELEVATION REAR ' ELEVATION fir,...• - ''. .�,. .a.,i 'Y t' -<:. id } Al _ SE' �■}+ . J^.- s M _ ..1 RIGHT SIDE ELEVATION NICK GIANEERANTE LEFT SIDE ELEVATION 464 OLD STAGE ROAD CENTERVILLE, MA DRAWN BY: I) E 10.`CH,SRL, STREET scA�E� 1/4a-1'-0" FAGE� NICK GIANEERANTE Dcnlelle Enterprises DAN I ELLE ENTERPRISES 508 280H9896 02563 DATEt 5 J U L Y 2013 REVISION 1 (oA0va I/3 Town of Barnstable *Permit#o? ]E*44 months from issue date Regulatory Services F • v� MASS. Thomas F.Geiler,Director Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma us 0ffice: 508-862-403 8 Fax:.508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY <, h V I Not Valid without Red X-Press Imprint 1 C1 Map/parcel Number // Property Address b d 1 4Residential Value of Work 719_®J 000 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address O i C k ok S Contractor's Name S 1 C hod t7 S 19-1 h x)' ��e_r A V Telephone Number FAF0 � l Home Improvement Contractor License#(if applicable) / ) 2 Construction Supervisor's License#(if applicable) �� s 05-0 Z P�gS� -�Iy OWorkman's Compensation Insurance Check one: JUN 5 2013 I am a sole proprietor I am the Homeowner I have Worker's Compensation Insurance TOWN OF BARNSTABI.E Insurance Company Name 1 h C Workman's Comp.Policy# I ��- u l�—� 4 h 6-3— Copy of Insurance Compliance Certificate must accompany each permit. Permit Requ.st(check box) p.VC) SS pi Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to r' Iwo El Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) S'f Re-side CZ of doors Replacement Windows/doors/sliders.U-Value 0 (maximum.35)#of windows_ ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors.License is re fired. SIGNATURE: n:\ Frr FC\Fn T�rRlhnilriina permit formslF3�RESS.doC - i The Common'nwatth r�,f Massachuse& D4wr r mt of lnd bial cr-idenft d offw of Investigations 600 Washington Street Bostrin, 4 #211.1 . WWW mfi3&gav/dia War -s' Compensation bmw-,lace Affidavit Bugders/Contractall-M�ectricnns(Ph mbers bl Applicant Infalrmataon Please Print L.eet Name(Bau� fionllndiv;dnal): N 1 Cho tAS 6 i t} et-a,,)fe . Q pjoi E 1i E n ti�priS'ES Address: 10 CL A-r►t S City/stat&Zap: �" N(al Wt ux 1"l Q-- ©256 3 Ph me##: Are you an employer?Check the appropriate boa: Type of project(required): 1. I am a employer with _"� _ 4 ❑ I am a general contractor and I 6_ ❑Newconstruction employees(fa and/ pwt^i>me)_* have hired the sub-contactors ❑ I am a sole Fmniek�i of Farhier- listed on the attached sheet'. 7. WRemodeiing ship-and have no employees These sub-cantractors have $_ Demolition. ❑ . uramm- 7M ins for me in any capacity. employees an td have w+or3cers' .9. ❑Building.addition { O Wod=5,comp.insurance COr�p_�5 requ ] 5. ❑ We are a corporation and its 1 tI-❑Electtical repairs or additions ired . 3_❑ I-am a homeowner doing all work officers have exercised their 1 l_❑Plumbing repairs or additions right of exemption per NfGL myself [No wcukers'comp- 13.0 hoof repairs insurance regc&ed.]F c_152,§1(.4),and we have no employees.[No workers' 13.❑Other coop.insmaom required.] 'Any wpficam that checks box#1 mast also fillow the section bdaa sba z their-urkers'ampexis ation policy W6unItiars. I]IGmeaamers wbo submit this a€fids+ Md!Czting they undoing all wa*sd them]sue outside cantraso6 mosI submit a mm affidavit ind=ting such- fContraanrs that chea this box must attached mm addtion_s 9seet U—ing the usme of the sods-cootra=s and state whether Or not-ffiose entities haee exo;Ao . Iftbe snb�s have eropipyees,they—,stpmgide their uietrl—e comp.policy n mibea I atn art aarplt��8r tPnatispr�uid�g twarifers'cosalian iasaraxce for urry�emglayfees. Baer is tltaP�h'arrest job site information. . Instuance Company Name: 7 4iff '-Tr f?v ( OZ.S PQ��or S�ins.Lim 6 Jab Site Ads: Q6 LI o d S,+O 12 6� Qi 4State/Zip: Gin --etvi`l to n'►9 Attach a copy of the workers'compensation poUcy duration page(showing the policy member and m0ration date). Failure to secure coverage as nquired under Section 25A of MGL c_ 152 can lead to the imposition of criminal pen allies of a tine up to$1,500 00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK OR=and a fine of up to$250.00 a day agabnst the violator. Be advised that a copy of this statement mad be forwarded to the Office of Im-estigations of ikee DIA for instua=coverage verfficad-M ------ I.do hereby cerdf y a 0.9pains and pe s afparjuq tlliat ttie infot magm pro drd above is true'aund correct Si Iyate: J Q A) , Phone#- 47) ��> tr,7 0jak I xis only. Do not write in this arms,ib be crrmnpfale+d br city or t vun� at . CAY or Town:, PermitUcense# )€sir alas Authority(curdle one): . 1..Buxsd of Health y.Bw1ding Department 3.Cityffmru Cleric &Electrical Inspector. 5.Plumbing hispecter G.Other.. Massachusetts -Department of Public Safety Board of-Building Regulations and Standards Construction Supenisor License: CS-050328 NICHOLAS F GL4,WERANTE- 10 CHARLES ST SANDWICH MW02563 its Expiration::.: Commissioner 0.1/23/2015;:; 91te Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 �� M Boston,Massaclmsetts 02116 ' lot) Home Improvement CQntiactor Registration I n = Registration: 120372 Type: DBA k� Expiration: 12/3/2013 Tr# 219441 DANIELLE ENTERPRISES _ ;. NICHOLAS GIANFERANTE ; k 10 Charles Street TM� � f SANDWICH, MA 02563 `- Update Address and return card.Mark reason for change. Address Renewal n Employment Lost Card DPS-CAI 0,�PM-0004-G101216 7�e License or registration valid for individul use only Office of Consumer Affairs&B mess.Regulation registry y HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: TDALLE Registration ,y120372 Type: Office of Consumer Affairs and Business Regulation Expiration: :k273/2A13 DBA 10 Park Plaza-Suite 5170 Boston,MA.02116 ENTERPIR E$ NICHOLAS GIANFRifiTE,� 10 Charles Street SANDWICH,MA 0256a:: Undersecretary Not valid without signature fr � DANIENT-01 MOSU CERTIFICATE OF LIABILITY INSURANCE 1 °A °°'"""Y' 31 18118/2013 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 pollcy(ies)must be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not corder rights to the certificate holder In lieu of such endofseme s. PRODUCER (508)676-0309 CONrACT NAME: Suzette Monk V)velros Insurance Agency,iric. PHONE 508-676-0309 r�x NO)'508-324-9147 375 Airport Road E.MAII Fall River,MA 02720 ADDRESS:SMOn iveirosinsurance.COm INSURERM AFFORDING COVERAGE NAIL it WSURERA:Harle eville Group INSURED Danielle Enterprises INSURER B:The Travelers Indemnity Insurance Companj 25682 10 Charles Street INSURERC: Sandwich,MA 02563- INSURERD: INMJRER E. VISURERF: 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 R R TYPE OF INSURANCE POLICY NUMBER POLICYE� MM D� UM TS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL cENERAL Lmen mr SPPI3613N 3/2712013 =7/2014 DB GET b 100, CLAIMS-MADE a OCCUR MED EXP(Am/one person) $ 10100 PERSONAL&ADV INJURY $ 1,000,0 GENERAL AGGREGATE $ 2,000,00 COCL AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 2A00I X POLICY PRO- LOC 3 kVTOMOBILE LUMUTY C01=ZeNGLE LIMIT ANYAUTO BODILY IWURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Peraaadent) S HIREDAUTOS AUTOS D PRO DAMAGE b . b UMBRELLA LIAB OCCUR EACH OCCURRENCE 3 EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WC A STATU ER AND EMPLOYERS LUUi1LITY B ANYPROPRIETOMP YIN N/A E-UB4B64653.6-13 3I151201 3f15/2014 ELEACHACCIDENT $ 100. OFFICERIMEMBER EXCLUDED? (Myyaeend�atory in NH) EL DISEASE-EA EMPLO 3 1 OO,O DESCRIPTION OPERATIONS below EL.DISEASE-POLICY LIMIT s 500,0 DESCRIPnON OF OPERATIONS/LOCAMNS/VEHRXM(ACadr ACORD 1e1,AdOlmol Rama t Sefreduk ff more space is requitreM a CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Of Sandwich THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN. ACCORDANCE WITH THE POLICY PROVISIONS. 145 Main Street Sandwich,MA 02563- AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. Ali rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD t: Town of Barnstable ' Regulatory Services Thomas F.Geller,Director 1639. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.m.a.us Office:. 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: _/ JOB LOCATION: N G i D lit C 1 y'�y�' n tuber (/1 s eet y� village "HOMEOWNER": V Ghc�As �ANf'2rQ"1k— -SD?- 2F / 6 name home phone# work phone# CURRENT MAILING ADDRESS: I C(-��IFS fgjvd l Z144_4. 2 S city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for-hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one .home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedur d.requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 15,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. I To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner ' certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. iL n.wlmrn acrinn�AM L..:u__.-..e,.si....�ILWDFCC Ann -- - Pv of19MEt C� + BARNsriBm s6yq3g. i Town of Barnstable ,� plEp Mp`l A gulatory Services ' Th mas F. Geiler,Director. Bu lding Division Tho as Perry,CBO Buildin Commissioner 200 Main.Street, Hyannis,MA 0 01 www.town. rnstable.ma s ' Office: 508-862-4038 Fax: 508-790-6230 t Property Own Must Complete and Sig '& Section If Using A uil er L s Owner of the subject operty hereby authorize to act on my half, in all matters relative to work authorized by this ding permit application for: (Address of Jo ) Signature of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on:the reverse side. Q:\WPFILES\FORMS\building permit forms\EMESS.doc _ U DATE: March 11,2013 TO: Building File— FROM: R. Anderson RE: Determination by BC-Lots Merged OWNER: Carol Anne Reed LOCUS: 460,464 Old Stage Rd& 1175 Shootflying Hill Rd, Centerville M&P R 190-077,R190=218 &R190-221 These three parcels are to be auctioned on 3/13/13 and consist of the following: 190-218 464 Old Stage Developed (circa 1900)with a 5 bedroom single family home on .53 acre 190-077—460 Old Stage Rd Derelict"cottage" (as determined by the BC) on .39 acre (circa 1900) 190-221 - 1175 Shootflying Hill Rd Undeveloped pork chop lot .5 acre All three lots have been owned by the same entity for a number of years. Two lots front on Old Stage. The BC has determined that the three lots have merged under zoning and the parcels must be considered as a single unit. The Commissioner does not recognize 190-077 to be developed as the derelict cottage was long ago abandoned and clearly not habitable for decades. j� t - (�") dl:t S��O = �GC:/-1TPll� l�z �/►'MCC !/E'��.:TCdS �� CE.�►i�ia� leaeJ Ss� �C4�p e,� REMOVE BATHROOM SMOKE DETECTORS REVIEWED Mokrc�� O s ' c �SCONVERT TO 286MUDROOM 'Ly I A N T B. DING D DATE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING 6068LH SLIDE I CONVERT EXISTING I ; FIRST FLOOR PLAN BEDROOM TO �� Add New- 2x8 Joists Along Existing 2x6 Joists BATHROOM/LAUNDRY' _ Notch over Exterior Wall. Hang From New Ceiling Beam ;I 1 i _ KITCHEN Z72 3BATH DINING AREA O O I p ^F= ASHER/DRYER ( -New Ceiting Beam (3) 1.75x9.5 LVIL Flush Framed; 24' —-———— —— — ————— --------------- --- -- SEE GENERAL NOTES I 2x4(MIN)@16"O.C. BEARING WALL 11'-0 12'-11 ' _ ON SECTION VIEW FOR Post (3) 2x emove existing Bearing Wall 3-2x6 POST,CONTINUE DOWN IN — ------------- _-----_,---_-------_ ADDITIONAL LINE WIPOSTATRIDGE — ------------ -------------------- i INFORMATION/ DEN Post (4) 2x6 I REQUIREMENTS. Add New 2x8 Joists Along Existing 2x6 Joists NCONVERT 0 NEW DENTING BEDROOM Notch over Exterior Wall. Hang From New Ceiling Beam i �W OF Mgss LIVING .ROOM U No.452122668 ti A90 9F0/STEP���Q`�Q ��SSIONAL LNG\ m I L I ---- — — - --- —� FOR REVICW D 5TR I�tCTI.(.R E DD 4 12-X4' SONG TUBES REBUILD PLATFORM USING 2X8P.T. @ 16'O.C. 1X6 DECKING OVER NICK GIANTERANTE REPLACE 2 FRONT POSTS WIT 464 ❑L D STAGE ROAD `4X4 P.T. FINISH WITH SHINGLES AS BEFORE CENTERVILLE, MA DRAWN BY: 10 CHARLES STREET SCALE 1/4"=1'-0" PAGE: NICK G I A N F E R A N T E D 0 E DANIELLE ENTERPRISES SANDWICH, MA 02563 DATEi REVISION,Dnnlelle Enterprises SANDWCH A S JULY 2013 1 1, l I saesCfl' 1' I BATH CD BEDROOM 3 J _ Q Q L Pocket Doo ;D i � I 2a• EW RIDGE ABOVE Lf a Post (4) 2x6 ost (3) 2x6 (0 Post (3) 2x6 I Post (4) 2x6 SEE GENERAL NOTES ON SECTION VIEW FOR ADDITIONAL INFORMATION/ Q�O�IH ,S I REQUIREMENTS. r BEDROOM 2 MASTER BEDROOM i' L IN OF A4,18 %o I I � U No.45212 I FSS/ONAL ENG\ FOR REVIEW OF STRIACTL t1 G— SECON D 'FLOOR PLAN NICK GIANFERANTE 464 OLD STAGE ROAD CENTERVILLE., MA DRAWN BY; 10 CHARLES STREET SCALEi " " PAGE• D_E SANDWICH, 6 o2sss 1/4 =1 -0 NICK GIANFERANTE Danielle EnterPrisesDANIELLE -ENTERPRISES 50$ 280-9896 DATEi REVIS IDNi 1 5 J U L Y 2013 t EXISTING BASEMENT PLAN NOTE: 6'-a SOIL CONDITIONS; CONC. BLOCK WALL SANDY GRAVEL +/-4 i POURED CONC, WALL I Access Openin k CRAWL SPACE CONC, BLOCK WALL +/-4 1 REINF.W/FIVE#4 BARS BOTTOM EACH WAY. HOLD BARS 3"CLEAR ABOVE BOTTOM OF FOOTING. ' LALLY 4 INSTALL 30' DI FOOTING 2'-4�Vx3'-0"x1�-0'FOOTING, FOOTING BELOW 3 112' LALLY O'DIA. X 20'DEE ! 3 1/2' LALLY ISTING FOOTING AND EW BEAM 48' BELOW GRADE (2) 1,75'X9,5'LVL NEW FOOTING, 24' - ---_ __ _ ------__-- ---- 2'-0"x4'-U'x1'-0"THK,REINF. il'-0 12'-11 W/THREE-#4 TOP& k BOTTOM LONG WAY,AND POURED CONC. WALL -———————— —— — ————————————— FIVE#4 BOTTOM SHORT SEE GENERAL NOTES ----------,II -- --�— -- — ---- —� WAY.HOLD BOTTOM ON SECTION VIEW FOR REINF.3"CLEAR OFF OF DITIONAL BOTTOM OF FOOTING,AND INFORMATION FIELD CONFIRM THAT XISTING 4X8 BEAM REQUIREMENTS. ' TOP REINF. 1.5 CLEAR WALL HAS 18 (MIN) REMOVE AND INSTALL WIDE CONT.FOOTING. ACCESS (2) 1.75X9,5 LVL FROM TOP OF FOOTING ❑PENIN 1 �P�TN OF/ygss POUR FOOTINGS OVER EXISTING CRAWC SPACE FOOTINGS BETWEEN PIERS FULL BASEMENT FILL SPACE WITH BASEMENT R �„ CONCRETE BLOCK ACCESS No.45212 W A90 9FGEP����C�`'Q CONC, BLOCK WALL FssI/S ISTT +/-7 S �oTz rzEViEw of STR.I.tCTI�ER.E. EXISTING CONCRETE PIERS O NICK GIANFERANTE O ; ,_ , 464 OLD STAGE ROAD CENTERVILLE, MA DRAWN B Y; 10 CHARLES STREET SCALEi n PAGE, NICK G I AN F E R AN T E Danlette E erp Ises DAN I ELLE ELATE RISES SANDWICH, 08 280-989 MA 02563 DATE REVISIaN� r 5 JULY 2013 1 i f 1 NOTE: HANG RAFTERS FROM RIDGE WITH SIMPSON HANGERS SIMPSON STRAP SIMPSON STRAP EACH SIDE EACH SIDE OF BEAM—, RIDGE BEAM (2) 1.75X14"LVL (CONTINUOUS) F BEAM' EILING JOIST 2X10, FASTEN CEILING JOIST TO POST TO BRACE 10'-6 POST,TYP. PROVIDE 4-16d, MIN. SEE GENERAL NOTES ON SECTION VIEW FOR ADDITIONAL INFORMATION/ REQUIREMENTS. NEW FLOOR BEAM (3) 1.75X9.5 LVL.(CONTINUOUS). (N OF MgSs 10'-7 ' 12'-11 No.45212 VERTICAL"SQUASH BLOCKS"OR SOLID LVL TO PROVIDE FULL BEARING FSS/0 BENEATH POST ABOVE NA L 2x FULL-DEPTH E BLOCKING BETWEEN ALL DD BLOCKING UNDER POST JOISTS OVER BEAM BELOW FOR.. REV I EW Di= (3) 2X8 VERTICAL GRAIN11 MAI. A. STR lit CTitR E BASEMENT BE (2) 1.75X9.5 LVL(CONTINUOUS) Poured Concrete Wall 9' 0 10'-9 ' SIMPSON TYPE LCC3.5-3.5 LALLY STANDARD LALLY BASE COLUMN CAP(OR EQUAL), W/POSITIVE ATTACHMENT SIMPSON TYPE LCC3.5 4 TYPICAL AT EACH END OF BEAM TO FTG.,TYPICAL EXCEPT LALLY COLUMN CAP, WHERE OTHERWISE. THIS LOCATION 6'-T EXISTING CMU WALL HEAVY DUTY SPRINGFIELD BASE PL THIS LOCATION TYPICAL SECTION STRUCTURAL ENHANCEMENTS SEEPL PLAN NICK GIANFERANTE BEE PLAN FOR SIZE/REINF. f 464 OLD STAGE ROAD CENTERVILLE, MA. DRAWN BY: 10 CHARLES STREET SCALES n_ / a PAGE, D ! �l EI)ANIELLEii4 -i -o SANDWICH, MA 02563NICK GIANFERANTEEnterprises T � � Danielle — — DA E :REVISION. 508 280 9896 _. 5 JULY 2013 1 EW BEAM (2) 1,75X 14 LVL EW 2X.8 CEILING JOISTS PROVIDE 6-12d(MIN)NAILS GENERAL NOTES: TO CONNECT CLG JOISTS, TYPICAL AT EACH END. ALL NEW WORK TO COMPLY WITH 2O091RC AND 8TH EDITION MASS AMENDMENTS. TIE DOWN NOTIFY ENGINEER OF ANY/ALL H2.5 EACH RAFTS DEVIATIONS FROM DETAILS SHOWN TYPICAL ALL HEREIN PRIOR TO PERFORMING THE RAFTERS DD HEADERS ABOVE WINDOWS WORK. (3) 1.75X4 LVL ALL NEW CONCRETE FOR FOOTINGS TO BE 3,000 PSI (28-DAY COMPRESSIVE NOTE: STRENGTH), MINIMUM. PLACE ON ADD 2X6 STUDS PLATE TO RAFTER UNDISTURBED, NATURAL SOIL. TAMP WELL EW BEAM AT BOTH SECOND LEVEL GABLE ENDS PRIOR TO CONCRETE PLACEMENT. 111/ <3) 1,75X9,5 LVL 0 16 +/- O.C. ALL NEW CONVENTIONAL LUMBER TO BE SPRUCE-PINE-FIR (SPF) NO. 2 OR BETTER. SISTER EXISTING 2X6 JOISTS ADD TRIPPLE 2X8 WITH 2X8. NOTCH OVER I i HEADERS OVER ALL ALL NEW LVL TO BE BOISE FB3100SP, OR EXTERIOR WALL I;I FIRST FLpflR WINDOWS APPROVED ALTERNATE OF SUFFICIENT I STRENGTH /MODULUS. FASTEN PLIES OF I I TOP-LOADED LVLs W/3 ROWS 16d COMMON AD OUT ALL 11 NAILS FROM EACH FACE, STAGGER. AT EXTERIOR WALLS FULL-DEPTH BLOCKING SIDE-LOADED LVL MEMBERS, PROVIDE TO 5 1/2' i BETWEEN JOISTS OVER ADDITIONAL PAIR OF 1/4" SDS SCREWS AT REMOVE EXISTING , SUPPORT BEAM. 32"O.C. BEARING WALL- ' I I I /---NEW BEAM ALL NEW CONNECTORS TO BE SIMPSON 135X95LVLSTRONG TIE, OF TYPE INDICATED, OR APPROVED EQUAL. WHERE HANGERS ARE NOT CALLED OUT SPECIFICALLY, AT A EXISTING BEA MINIMUM, PROVIDE FACE-MOUNT HANGER THAT FITS GEOMETRY OF CONNECTED ADD 3 1/2' LALLY COLUMNS MEMBERS AND MEETS MANUFACTURER'S � 4"LALLY AT MIDDLE,3.5"AT SEE GENERAL NOTES MINIMUM DEPTH RECOMMENDATION FOR ENDS, SEE PLAN. PROVIDE ON SECTION VIEW FOR APPLICATION. POSITIVELY ATTACHED CAP ADDITIONAL AND BASE AS INDICATED, INFORMATION/ SEE PLAN. REQUIREMENTS. I \ qH OF A4,gss FOR- R-C-VI I✓w 0f= `- FOOTING',SEE PLAN. 5TT2.l�CTli(.T2� v n I No.45212 TYPICAL SECTION /STE��°���Q �SS10NAlEN�' NICK GIANFERANTE STRUCTURAL ENHANCEIVI'ENTS 7-29-13 464 OLD STAGE ROAD CEN'TERVILLE, MA DRAWN B Y; 10 CHARLES STREET SCALE• ENTEIDUDRISES i4n_1 -0 a PAGE, D EDANIELLE S DWICH, MA 02563 NICK GIANFERANTE Danlelte Enterprlses 508-280-9896 DATE, REVISION, 1 1 5 JULY 2013 SEE GENERAL NOTES ON SECTION VIEW FOR ADDITIONAL INFORMATION/ REQUIREMENTS. N OF M EW BEAM qss FDR. REV I EW OF (2) 1,75X9.5 LVL STRI�tCTltT2E SIMPSON DOUBLE 0 JOIST HANGE No.45212 o�oc<gSOISTE NG\���Q ADD SPACER BLOC /ONALIJ L E NEW 2XIO ATTACHED TO 2X6 EXISTING 2X6 RAFTER TIE DOWN H2.5 EACH RAFTER DD HEADERS ABOVE WINDOWS (3) 1J5X4' LVL APPLY CONSTRUCTION ADHESIVE AT SEAM�\ ADD 2' TO ALL EXTERIOR WALLS W BEAM (3) 1J.5X9,5 LVL EXISTING 2X6 JOIST IL A ISTER EXISTING 2X6 JOISTS I I' WITH 2X8. NOTCH OVER EXTERIOR WALL f 1 1. 1f 'I Ii ,I I. I1 AD OUT ALL I .I EXTERIOR WALLS 1 1 TO 5 1/2' LI I1 fl REMOVE EXISTING I ,I' BEARING WALL —ADD 1/2' CDX OVER BOARDS I I ) BEAM . C2 1J5X9.5 LVL tt EXISTING BEAM REMOVE AND REPLACE WITH (2)9.5XJ5 LVL MODIFIED FRAMING SECTION NICK GIANEERANTE 464 OLD STAGE ROAD CENTERVILLE, MA 10 CHARLES STREET SCALE,... .. _ 0 PAGES D s E DAN I ELLS NTERPR I SES SANDWICH; MA 02563 112�-1�_0 Danlelle Enterprises 508-280-9896 DATE, REVISION 1 5 JULY 2013 J i /0 TEST PIT PLRC. TE5 i EX15TING f Ile � +� I hrl ti 1 GRADE t LOL15 �- � O Qyj�� a� 104.0 # 104.2 Vb'I�G( e �� — �O7 _ APN 190-2 18 LOAMY SAND ((� 103.3 — 103.4 .., ARSti ._ 22,9G2_}SF (RECORD) COARSESANL? -{- W/COBBLES 4 u� 59,459_ COMBINED AREA -n O may. Y (RECORD) 4 LOCUS /OB 101.0 _ PERC RATE < SMIN/IN. _101.2 N.T.S. mco {� //�� aVd / DESkIGN fI_ P O SINGLE FAMILY DWELLING W14 BEDROOMS NO GARBAGE DISPOSAL w DAILY FLOW= i 10 X 4 = 440 G.P.D. �• � �R�E i M1 MEDIUL4 SEPTIC TANK(VOL.REQ'D) It CLEAN SAND _� �... 440 G.P.D. X 2 880 GAL5 1500 GAL.TANK (NEW) 2` 92.0 — NO H2O — 92.2 LEACHING AREA(5.A.5.) USE 3 ae 5X 6 X 2' P.C.CONC.L.C. +4 STONE EFFECTIVE DEPTH = 2' man V I A 2 X[G4 + 2GI X 0.74 = 133 j _ N YI TESTED : H. EARL NTEKY, PE u `L It �y 00 \Q� /(Gl13 . _ 32X 13X0.74 = 308 TOTAL CAPACITY =441 GALS. OLD STAGE ROAD —= No. 4G4 BENCHMARK: MAG NAIL 5ET II ENTIRE LOCUS: ) ° = (.)O' I2 STY. WD. FR. ELEV. _ 100.00 (ASSUMED) NOTES- Zm 1. DISPOSAL 5Y5TEM TO BE CO FF ELEV. = 105.55 — NSTRUCTI=D IN STRICT ACCORDANCE WITH COMMONWEALTH OF MA55ACHU5ETT5 ENVIRONMENTAL CODE -TITLE V. 2. CONTRACTOR TO CALL DIG-SAFE 72 HOUR5 PRIOR TO BEGINNING:OF EXCAVATION. 3. EXISTING PITS TO BE PUMPED, FILLED WITH SAND, AND ABANDONED. 4 CONTRACTOR TO FIELD CHECK INVERT AT FOUNDATION. 5. TH15 PLAN DOES NOT REPRE5ENT AN 1N5TRUMENT SURVEY AND 15 NOT TO BE U5ED OTHER FOR ANY PURP05E OTHER THAN FOR THE CONSTRUCTION OF THE.ELEMENT5 5HOWN.. BIT.CONC. rL G. BENCHMARK 15 BASED ON AN A55UMED DATUM, AS SHOWN. N BROKEN) 7. LOCU5 15 5HOWN ON A PLAN RECORDED AT PLAN BOOK 210, PAGE 1 13, AT THE B.C.R.D. ( DRIV BROKE 8. LOCUS 15 5ERVED BY TOWN WATER. L. 9. NEW 1,500 GAL. SEPTIC TANK WITH TEES *GA5 BAFFLE INSTALLED. 10. 1J5E 3 @ 5`X 8'X 2' H-1 O LEACH. CHAMBER5 W/4'OF 4"- 1 " DOUBLE WA5HED STONE L=i 19.42 ALL AROUND WITH FABRIC ON TOP. R=714.41 OLD STAGEROAD j 51TE PLAN: 1 " = 20' LEGEND r 24 +,n PRCe05ED CoNToW { FIRST FLOOR EL. 105.E 10 EXISTING CONTOUR VENT#FILTER DRJVEWAY TOP OF WALL ,G, EL. 104.G }1 OF R e, FIRM ZONE 4 N FIN. GR.EL. 103. EXISTING GR. EL.103.0 2%SLOPE EARL RY \\\\\\\\�i\\�i\ >\i/J\ice\ice\✓\\ice\ice\i\\i\ ?.\/�\i/?\i\\i\\i?/�\,� </\i/�\�\\i\\i\\\/\ /�\/\\/�\��\/\\i�\/\\/� y LAN7ERV. 1R. a,MIN.COVER / 2"PEASTONE ` ^_ \ CCE55 PORTS l ht O TEST ss'QM �r lfbKiEVEL m 8 az EL.101.4 NEW 1500 GAL IF EL. 1 OI.I 2 LE�/EL D-BOX EL 100.0. 9 / FIELD P.C.C(ONC, 'ci s aoos^°c ^ 0 o as Q60 OQO p CHECK SEPTIC TANK(H10)\ GS BAFFLE 4 '� � � 4 G'MIN. EL. 100:G �$�°q °b$o L.98.0 �,=� EL 600.8 °o °a � ooa°ado H. EARL R ,P.E. DATE HEALTH AGENT APPROVAL DATE a VELOCITY REDUCER G'CRUSHED STONE I(7 MIN 5'M►N- PROP05ED 5EPTIC 5Y5'YFEM DE5IGN �• DEPTH OF LIQUID 2(1 MIN 4G4 OLD STAGE ROAD INLET TEE DEPTH : 10' 112 0 BELOW BARN5TABLE:(CENTERVI-LLE) MA m OUTLET TEE DEPTH: 14° EL, 92.0 PREPARED FOR: DANIELLE ENTERPRISES J�.l c` I�j DATE: SCALE: JOB No. DESIGN BY: SURVEY BY: PROFILE OF DISPOSAL SYSTEM �999Sf)CIATES 35 and r{a�P 02JUL13 I°= 40' 10147 RIC , RD J. HOOD, PL5 DATE EAST SANCIMCH,MA 02537 n 774.313.9547 mashpee,ma 02G49 DRAWN: CHECKED CHECKED -� DRAWING NOT TO 5CALE) 508.833.7100 rJh HEL rJh(survey)