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0085 CRYSTAL RIDGE ROAD
y _ I i Town of Barnstable Building t„�.�:. 1 - "» ':=„� ! . ,y^x, 4,,,"� "',-+`:;.^ ��'�-'a3^;Ya m°- ^�r*.� :. Post This Card SoThat it.is�Visible From the Streets Approved Plans Must be Retained on?Job and this Card Must be,Kept ..,. mosted Until Final Inspection Has Been Made ,+ � :� '. _ . . � Permit pWhere a Certificate of Occupancy is Required;such Building shall Not be,Occupied'untiha-Final_Inspect�on has Peen made � .d �++mXs.1=':Y' G+,r.«+,.u;+S� _..,wv..e�'�3.d.s:'-wt x 4"Y:+e+w ,,. ..Y a,» ,P x..«,i',,,e, tk--w..-. .a,:.-..w..sa...=.z.ca»�,.+�"'=..4.,...�e�.ti..=...,31.,kre�t n-bi«..,u.aL.*�..:Y..�t:x•ea�,.,..x.--....=.ua..,.,.......�„ti.:3+,.a�.te�.& . Permit No. B-18-1446 Applicant Name: WALANTIS,JOHN H & BRENDA J Approvals Date Issued: 07/31/2018 Current Use: Structure - w Permit Type: Building-Addition/Alteration-Residential Expiration Date: 01/31/2019 Foundation: ° r Location: 85 CRYSTAL RIDGE ROAD,COTUIT Map/Lot: 056-002-017 Zoning District: RF Sheathing: w I—1 o (av Owner on Record: WALANTIS,JOHN H& BRENDA J ' Contractor Name Framing: 1 Address: P O BOX 1673 ,7 » Contractor License 2 COTUIT, MA 02635 Est Protect Cost: $200,000.00 Chimney: f m Description: ADD BEDROOM AND BATH WITH FAMILY ROOM REPURPOSE AND Per it Fee: $ 1,070.00 Insulation: 10, i i t GARAGE UNDER �r Fee Paid: $ 1,070.00 '` 7/31/2018 Project Review Req: r x Date Final: - T 1 j Plumbing/Gas ` Rough Plumbing: Building Official Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work author¢ed by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved applkcationWand 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 incompliance 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 inspef.ction for the entire duration of the work until the completion of the same. - "� Electrical Service: The Certificate of Occupancy will not be issued until all applicable signatures 6y the Building and Fire Officials are provided on,this permit. Minimum of Five Call Inspections Required for All Construction Work: z Rough: 1.Foundation or Footingx' 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 l/ ,p9?i Health. Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. �j� 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 All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT is ... . ..................... ,U11=L)1NG)DEPTH Application Number.....9............ .............. 92018 Permit Fee.......................................Other Fee........................ J MASILUN 1 16 TO � 6APINSTAbLE TotalFee Paid......... ...................................................... ...... ori TOWN OF BARNSTABLE Permit Approval by....::.. .: .......................... BUILDING PERMIT map........................................pa=l...... ....................... -APPLICATION N Section 1 01 ,mier's Information and Project Location. Project Address Village— owners Name Owners.Legal Address Cgu<%- C3- 13 6%4. .CityState zip Owners Cell# ChS- !112.5 E-mail fl LAq A 6 sir rr� Section 2—Use of Structure Use Group----- ❑ Commercial Structure over 35,000 cubic feet Commercial Structure under 35,000 cubic feet .Sin9 1 Two Family Dwelling Section 3 —Type of Permit El New Construction ❑ Move/Relocate F1 Accessory§tructuffe` El Change of use D Demo/(entire structure) E:1 Finish Basement ❑ Family/Amnesty El Fire Alarm Rebuild 0 Deck Apartment El Sprinkler System Addition' ❑ Retaining wall ❑ Solar ❑ Renovation 11 Pool El Insulation Other—Specify, Section 4 -Work Description U0 6LAd!m!;� onc T-q-,t undaind-2/9/2018 Application Number................. .................................. Section 5—Detail Cost of Proposed Construction'gffi&M. Square Footage of Project 1 Lt 0)—d Age of Structure o2 �gsrs kta k Dig Safe Number # Of Bedrooms Existing �� _ Total# Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics " (Wiring ❑ Oil Tank Storage -Smoke Detectors Q,'(Iumbing [ Gas ❑ Fire Suppression LHeating System ❑ Masonry Chimney53&elocate bedroom f , Water Supply Nlublic ❑ Private Sewage Disposal ❑ Municipal �VOn Site r Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No x Section 7—Flood Zone Flood Zone Designation 4� 1 Within or adjacent to a wetland, coastal bank? Yes ❑ No _ Section S—Zoning Information Zoning District' Proposed Use Lot Area Sq. Ft. 5 �y 1 Total Frontage ��� Percentage of Lot Coverage l #of Dwelling Units (on site) Setbacks Front Yard Required 34 Proposed 5 Rear Yard Required 6 Proposed �b Side Yard Required 'l5 Proposed a Has this property had relief from the Zoning Board in the past? ❑ Yes ;No Last undated:2/92018 _ - a Application Number...................................... Section 9—.Construction Supervisor Name f, . WA L-4 ntS Telephone Number L rii— Address City ; - State �(�P!► _Zip . 02k-q License Ngnber- . -0`_ 7 �� � License Type Expiration Date (l ti 2 Q r Contractors Email / -4ta RN 04u1'n .fit,, Cell# 140 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of B ble.Attach a copy of your license. .SiPatp Date Section-10 ---:Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number Expiration Date I Lmderstand my responsibilities under the rules and;regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building.Code. I understand the construction inspection procedures,specific inspections and. documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 —Home Owners License Exemption Home Owners Name: l-A . \x/�►.� Telephone Number Cell or Work Number IM S-SSsZ- 41 Z-4 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documen re ed by 780 CMR and the T of Barnstable. Signature Date t APPLICANT SIGNATURE Signature Date Print Name �_ �RkA. L, Telephone Number E-mail permit to: g`41\)kN A&5r6 . COt1n . - T-.....-A--A.'I In MM 0 i Section 12 —Department Sign-Offs . .Health Department El Zoning Board(if required) fl iT;steric District ❑ Site Plan Review(if required) 0 Fire Department Conservation `- � �/�..,.�. -- �._._ ._ .- _ -•: '� For commercial work,please take your plans directly to the fire department for approval - -„ Section 13—Owner's Authorization L , 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: - (Address of job) . 1 Signature of Owner date Print Name Last updated:2/9/2018 i r D0r__1.s 349 s 516 06-29-2018 11:}3 BARNSTABLE LAND COURT REGISTRY GRANT OF RESTRICTIVE COVENANT �L 0� ° Whereas,John'H.Walantis and Brenda J. Walantis,owners of the propert�O,c ��,00 located at 95.C; ystal Ridge Road,Cotuit,.Massachusetts 02635 (parcel ID#056g-q 002-017))by deed recorded with Barnstable County District of the Land Court at Certificate 172867 Whereas;John H.Walantis and Brenda I.Walantis,owners of said Iot has agreed with the Town of Barnstable Board of Health to a restriction.as to the number of bedrooms which can.be included in any home built on said lot as a pre-condition to obtaininb a disposal.works construction perrriit.in compliance with 3.1(}'CMR. 15.000 State Environmental Code,-Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage;. Whereas,Town.of Barnstable Board of Health as a pre-condition to granting a disposal works construction permit in compliance with 310 CN.R IS.000 State .Environmental Code,Title V,Minimum.Requirements for the Subsurface Disposal of Sanitary Sewage and authorizing the issuance of a building permit for the construction ofa.single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot:be put on record with the Barnstable:County registry of Deeds by recording this document, Now,Therefore,John H,Walantis and Brenda J.Walantis, do hereby"place the following restriction on the above-referenced land in accordance with the Agreement with the Town of.Barnstable Board of Health,which restriction shall] run with the land and be binding.upon all successors in title: 1. 85 Crystal Ridge Road,Cotuit,Massachusetts.02635 may have constructed upon the Lot a house containing no more than four.(4)bedrooms, JohnH: Walantis and Brenda.J. Walantis agree that this shall be permanent deed restrictionzffecting 85 Crystal Ridge Road,Cotuit,Massachusetts 02635 (Parcel 1D#056-002-0.I7)For title see, deed recorded with Barnstable County District ofthe Land Court at Certificate 172867 Executed as an instrument under seal as of this day of tune,2418_ $hhntaZlan�-tis,Owner DreMda J. Wlal�Owner COMMONWEALTH OF MASSACHUSE-1-rS Plymotith, ss �+ Junes , 2418 On this 8 day of June,2018,before me,the undersigned notary public, personalty appeared.John H. Walantis and Brenda J. Walantis,proved to me through satisfactory eVidence of identification,which was Massachusetts driver license,to be the person Whose name is signed on the preceding or attached document,and acknowledged to me that he/she signed it voluntarily for its stated purpose_ Seat U-s�t-&t4.,,,1,. ►Notary P tic My Commission Expires: .j,psNKt(Ai{+. I i sittmrki i.0 ,"I'll,sef l,ltl " V ' Kt V1 V lVl�n V! r� N F.+ BARNSTABLE REGISTRY OF DEEDS � John F Meade, Re ester .. . Iil f z.3 F C Ry OF D DS itt� 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): �� AV 3rad^ Address: MQ 0!i1; - .c K� City/State/Zip: ATV IT ,µme Phone#: 464�141 Z Are.you an employer?Check the appropriate box: Type of project(required): 1.El am a employer with 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 workingfor me in an capacity. employees and have workers' Y P t3'• $ 9. ❑Building addition [No workers'comp.insurance comp.insurance. required.] 5. We are a corporation and its 10.❑Electrical repairs or additions 3I 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 sbowing 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: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do her r. der the pains and pen erjury that the information provided above is true and correct Si afar Date: Phone#: � •" - Official use only. Do not write in this area,to be completed by city or town official - City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i 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 or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having,not more,tlian three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,constriction"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'forauy applicant wbo 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 number(s)along with their certificates)of '> insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the,,'y 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 permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address;telephone and fax number: ' The Commonwealth of Massachusetts ' partnent of Industria.F&Wdents` Office of xnvestigarti 600 Washington Street Roston,MA 021 It Tel.#617-727-4M. ext 406 or 1-877-I SAFE Fax#6I7-727-7749 Revised 4-24-07 www,Tn gov1dia I Commonwealth o f Mass 1husetts 14Tet MaWl P,era �� Map lh Parcel Date: Permit.# C .^ Estimated Job Cost:.$ 2 9,Goo- Permit Fee: $ Plans Submitted: YES NO Tans Reviewed: YES NO Business License# Applicant License## a 7 3 Business Information: Property Owner/Job location Information: Name: Name: Street: a 1 ,g r o m i f Street: TU a-I /7iW4_e /y City/Town: &,dZ _duv1r City/Town: C.0 f 'f Telephone: 2 V _ /�7 7 7 Telephon : 79 y 6 S2 '11 Z Photo I.D.required/Copy of Photo I.D. attached: YES ` NO aInitial J-1 unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10;000 sq. ft./2-stories or less i Residential: 1-2 family I Multi-family Condo/Townhouses Other, i Commercial: Office Retail Industrial Educational Fire Dept.Approval Institutional_ Other ; Square Footage: under 10,000 sq.$ V over 10,000 sq.ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: j • R HVAC Metal Watershed Roofing Kitchen Exhaust.System Metal Chimney/Vents Air Balancing .Provide detailed description of work to be done:' d46464A , 12cndQ n,A C v ' F f � Q LLDf"'ra.�—��PKI M F Cih-QHL P GA �bs M. t Y 1 S INSURANCE COVERAGE: I` I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L Ch.112 Yes No❑ I If you have checked YjS indicate the type of coverage by checking the appropriate box below: A liability insurance policy ( Other type of indemnity ❑ Bond Q OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application Ymiyes this requirement. Check one Only Owner 'Q Agent 0 ii Signature of Owner or Owner's Agent By checking this bo)M t hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet Metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General taws. Duct inspection required prior to insulation;installation:YES NO Pro::lress Inspections . Date Comments Final Inspection Date Comments Type of License: 3y J&JMaster rifle ❑Master-Restricted Jiiyr own Q.loumeyperson Signature of Licensee 'eimit ti QJoumeyperson-Restricted License Number 2 f zee$ Check at www.mass.aovldnl nspectbr Signature of Permit Approval t The Commonwealkh of Massachusetts Department of Ind ustizal accidents' .� -,:, x Off we we of lnvesdgada s.,;. e a ' 600 WashiR#on Street ' w Boston,MA 02111 , w www.mas&gov/din _ Workers'Compensation Insurmce Affidavit:Builders/Contractors/Electricians/PWmbers Aopficant Information E Please Print Leah Name(Busatesst r&C -Address: 9' s f CitylState/Zip: 41ti Phone:#: 7 7�t 7�1n 7777 Are you an employer?Check the appropriate boa: ;Type off project(required).: 1.❑ I am a employer with 4 . I am a general contractor and I employees(full and/or part time)._*'. have hired the'slilycontractors 6. Q New constnc[ion ' 2.ai am a'sole proprietor or partner- listed on the`attached sheet 7. 0 Remodeling F These sub-contractors have. stop nerd have no employees 8. (].Demolition - woddng.forme uraay capacity. employees.:and have workers' t• 9 `[]Bmldmg add�on [No workers'comp.insurance. resonance. F. 5. We are atcorporation and its lU:�Elechical repairs or additions 3.❑ I am a.homeowner doing all work officers have exercised their I1:�Phuntiing repairs or additions u' x on per MGL "• , myself[No warlaeis'camp. - �of e empti P -12.[]Rnofiepaas • , insurance ]t c.152,§1(4),and we have.no employees.[No workers' 13.❑Other comp.insurance required.] ,Any applicant 6mtcb=b box#1 must also fill outthe sectionbdrw showing tbcv workers'•cosq=sahon poucy iaformati® "' t Homeowners who submit this affidavit indicating'they are doing aII work and then hive outside contractors must submit anew affidavit mdi hng such.' tCoumwtors.Scat check this box mist attached as additional sheet sbowing the name of tie sob-conhactocs and stone whether ornbt those entities have employees. If sub-con�bave employees,they mvstprovi&their workW 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.Lie.# r Expiration Date: lob Site Address: ; Gty/State/Zip: " Attach a copy of the workers'compensation.policy declaration page'(showing the policy number and expiration date). FaRm to secure coverage as required under Section 25A of MOL c. 152 can lead to lire imposition of-criminal penalties of a fine iip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in thef form of a STOP WORK ORDER and a tine of up to$250.00 a day against the viola toL Be advised that a copy-of this stmrmerit raay be forwarded to the Office of Investigations of the DIA for insurance coverage verification- I do hereby certify under the.ppains and penalties of perjuy that t6.information.provided above is true and correct Signature: -�. /fit Date s �. Phone# y- 7 b 77'? x a OJPcial use.only. Do not write in this area,tb be connpleted by city or.town.o ciat F City or Town: - PermitlLicense N. Issning Authority(circle one): .I.Board of Health.2.Building Department I City/Town Clerk. 4 Electrical Inspector-5:Plumbing Inspector fi.Othex , Contact Person: Phone#: r 5ET i bn40 fi53,, s ;} « ane✓ � ,� D, 1 NONE =Fo� .�46= s MI II� 9gvsII�� " � III 111 } s'M�P.}LE 0�0�'tiNiq�02346 3401 � ,7�Y , -- 5:UD09M0/piBRev Oy pi f�f;�AS�SE� WS,GEN Wit �. 4 x ,^'F 6 JU Mn rA E �PuvAR I [1fF�IfI �E IIIC:"III Yi �Ilp t i S O.d"?MA 01, 340l .S r a*TM� Town of Barnstable: ,., Regulatory, Services gu ry ,extsruss, II . MAsa Thomas F.Geiler,Director qua' Building Division Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA 02601' www.town.barnstable.ma.ns Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder V ,as Owner of the.sub'ect property J P -Per*9' hereby authorize_Midath bf& to act on my behalf; in all'matters relative to work.authorized by this:bui3.ding permit ddress of job) ` r **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is"installed and pools am not to be utilized until all final inspections are performed and accepted: )of Owner Signature of Applicant Print Name Print Name Date ' WORM&OW MPERMSIONPOOLS RAY LAPIERRE PHONE:774-259-4885 MASSq A Q ®� massductblasters@yahoo.com V�� J Visit us at-facebook.com/massductblasters BLASTERS IECC 2015 & MA Energy Code Duct & Who ,'House Tightness Verification 1 Duct-® Pass Blower Door-El Pass Date: f l' `�� � El FAIL ❑ FAIL Pennit No: ,"- C1 Street Address: Total Conditioned Floor Area: Total Duct cfm Loss Allowed: Total Duct CFM loss: House-Volume-!;. Total-ACHS5-Allowed: Total-Whole-House-cfm-loss: Builder: W011 1)1 i .5 Builder Contact: HVAC Contractor. 4 ( i; "" 1 - _7 6- ` 77 7 2015 IECC - New Construction Post-Construction Duct test ❑ Total Leakage - 4 cfm/100ft2 maximum allowed Testing Results: cfm/100ft2 Rough-in Duct Test ❑}'`Total Leakage-4 cfm/100ft2 maximum allowed (with equipment) Testing Results 3.91 9 cfm/100ft2 ❑ Total Leakage-3 cfm/100ft2 maximum allowed (without equipment) Testing Results cfm/100ft2 Blower Door Test ❑ Leakage to the outdoors -8 cfm/100ft2 maximum allowed Testing Results cfm/100ft2 ❑ Whole House Leakage @ 50 Pascals Testing Results ACHso Signature: BPI Certification # MASSDUCTBLASTERS2015 Accela Citizen Access Page 1 of 1 ' - hnnyuhcements,1. 0 isrer,tor_an,Accourlt 1 Login Need Help?For technical assistance in using this web application;please call the ePLACE Help Desk Team at(844)733-7522 Q@ or(844)73-ePLAC between the ,Search... 3: i hours of 7:30 AM-5:00 PM Monday-Friday,with the exception of all Commonwealth - - - --- and Federally observed holidays.If you prefer,you can also e-mail us at ePLAGE he deskP_state.ma.us.For assistance with non-technical issues,please contact the issuing Agency directly using the links below. Contact Alcoholic Beverages Control Commission Contact Division of Capital Asset Management and Maintenance Contact Department of Labor Standards Contact Division of Professional Licensure Translation Information-Click Here To apply for an Energy and Environmental Affairs(DEP,MDAR or DCR)permit or license,please click.here. Document Attachment:in order to upload required documents,this system requires Microsoft Silverlight,which can be downloaded for free here. Convenience Fee:Please note there may be a convenience fee for all online credit card transactions.There is no fee for online payment by check. Home Manage Licenses,Permits&Certificates File&Track Complaints I Please refer to the Licensing Entity's website for additional information regarding the status and discipline information shown below. For DPL information,please visit the DPL website. For ABCC information,please visit the AHCC website. Information Pertaining To: Sheet Metal Master 2739 Licensee Detail License Number: 2739 Licensing Entity: Board of Examiner,of Sheet Metal Workers - License Type: Sheet Metal Master Type Class: MI License issue Date: 08/17/201.0 License Expiration Date: 09/28/2019 Status: Current Current Discipline: Prior Discipline: Name: DARREL E MICHAELIS Business Name: DBA Name:_ ., > Public Documents https:Helicensing.state.ma.us/CitizenAccess/GeneralProperty/LicenseeDetail.aspx?License... 11/6/2018 REScheck Software Version 4.6.3 Comp liance Certificate Project Energy Code: 2015 IECC Location: Cotuit, Massachusetts Construction Type: Single-family Project Type: Addition Orientation: Unspecified Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: John Walantis Maureen Giattino 85 Crystal Ridge Road Giattino Design Cotuit, MA 312 Chicopee Row Groton, MA 01450 Maureen@GiattinoDesign.com - Compliance: . Compliance: 6.5%Better Than Code Maximum UA: 294 Your ILIA: 275 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,452 30.0 0.0 0.033 48 Ceiling 1:Flat Ceiling or Scissor Truss 1,500 • 49.0 0.0 0.026 38 Skylight 1: Metal Frame with Thermal Break:Double Pane with Low-E * 38 0.420 16 Wall 1:Wood Frame, 16"o.c. 530 21.0 0.0 0.057 22 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 39 0.280 11 Orientation: Front Comment:CSMT Window 7:Wood Frame:Double Pane with Low-E 33 0.270 9 Orientation: Unspecified Comment: Fixed Door 4:Glass 78 0.300 23 Orientation:Unspecified Wall 2:Wood Frame, 16" D.C. 405 21.0 0.0 0.057 21 Orientation: Right side Door 1: Glass 40 0.300 12 Orientation: Right side f Wall 3: Wood Frame, 16"D.C. 530 21.0 0.0 0.057 28 Orientation: Back Window 3:Wood Frame:Double Pane with Low-E 20 0.280 6 Orientation: Back Comment:Csmt Project Title: Report date: 04/17/18 Data filename: CAUsers\Maureen C. Giattino\Documents\Energy Reports& Insulation\Walantis.rck Page 1 of10 + k Gross Area Cavity Cont. Perimeter Window 5:Wood Frame:Double Pane with Low-E 18 0.270 5 Orientation: Back Comment:Fixed Wall 4:Wood Frame, 16" o.c. 405 21.0 0.0 0.057 20 Orientation: Left side Window 4:Wood Frame:Double Pane with Low-E 20 0.280 6 Orientation: Left side Comment:Csmt Window 6:Wood Frame:Double Pane with Low-E 36 0.270 10 Orientation: Left side Comment:Fixed 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 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Report date: 04/17/18 Data filename: C:\Users\Maureen C. Giattino\Documents\Energy Reports& Insulation\Walantis.rck Page 2 of10 c t . CREScheck Software Version 4.6.3 NJ/ Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% 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. Section, b _ � .. � Plans Verified Field,Verified- � u # Pre,Inspection/Plan Review, "Complies? Comments/Assumptions r Value Value: & RegAE) ; . . ._ ,. :, � 4 n � " j � . s � 4 a $, « 103.1, ;Construction drawings and a ro fp ❑Complies ;Requirement will be met. 103.2 !documentation demonstrate `` ' `f' ❑Does Not [PR111 ;energy code compliance for the fo 4 ** 0 0 building envelope.Thermal f ❑Not Observable ; (envelope represented on a ❑Not Applicable ;construction documents. 4` ff 103.1, Construction drawings and 0 a a.h% m . 4 ❑Complies :Requirement will be met. 103.2, i documentation demonstrate , 0,4 Does Not 403.7 energy code compliance for v && r; [PR311 lighting and mechanical systems. ' � ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate r' 0 0 A 4 9' " compliance with the IECC '0. " Commercial Provisions. ' 302.1 '1Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met. 1 4033' (sized per ACCA Manual S based Btu/hr_ Btu/hr_ :❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable « Manual J or other methods Btu/hr ; Btu/hr_ ❑Not A approved by the code official. Applicable . , Additional Comments/Assumptions: 1 High Impact(Tier 1) 12'1 Medium Impact(Tier 2) 3, low Impact(Tier 3) Project Title: Report date: 04/17/18 Data filename: C:\Users\Maureen C. Giattino\Documents\Energy Reports& Insulation\Walantis.rck Page 3 of10 Section n 4 Foundation Inspection Complies? 4- Comments/Assumptions . & Req.lD 303,.2.1 ;A protective covering is installed to ;❑Complies ;Requirement will be met. [:FO11]? 1 protect exposed exterior insulation UDoes Not and extends a minimum of 6 in. below s grade. ❑Not Observable ❑Not Applicable 403.9 - ;Snow-and ice-melting system controls;❑Complies Requirement will be met. [,FO12]2= `installed. UDoes Not ❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Report date: 04/17/18 Data filename: C:\Users\Maureen C. Giattino\Documents\Energy Reports& Insulation\Walantis.rck Page 4 of10 t Section �"W, 4061Plans V rifled ' Field Verified " # Framing/Rough-ln.Inspection Value Value Complies? Comments/Assumptions &Req.ID ` 402.1.1, ;Glazing U-factor(area-weighted U- U-_ ;❑Complies ;See the Envelope assemblies 402.3.1, ;average). ❑Does Not table for values. 402.3.3, i ; 402.3.6, ;❑Not Observable 402.5 i ;❑Not Applicable ' [FR2]1 i 303.1.3 U-factors of fenestration products s ❑Complies ;Requirement will be met. [FR4]1 !are determined in accordance ❑Does Not with the NFRC test procedure or ,, ❑Not Observable ;taken from the default table. _ ;, _V .'Ast ❑Not Applicable 402.1.1, Skylight U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.3, :❑Does Not ;table for values. 402.3.6, 402.5 ;❑Not Observable [FR511 ❑Not Applicable 402.4.1.1 !Air barrier and thermal barrier '" ❑Complies ;Requirement will be met. [FR23]1 hnstalled per manufacturer's *� g• - ❑Does Not instructions. , ❑Not Observable M �a []Not Applicable 402.4.3 Fenestration that is not site built w ❑Complies :Requirement will be met. [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA101/I.S.2/A440 _-]Not Observable or has infiltration rates per NFRC ❑Not Applicable 400 that do not exceed code a limits. 402.4.5u_=, IC-rated recessed lighting fixtures ❑Complies Requirement will be met. _* -I [FR161z sealed at housing/interior finish �+ ; ❑Does Not and labeled to indicate:52.0 cfm ;leakage at 75 Pa. ❑Not Observable ] ..I ❑Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 !insulated>= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where< 3 inches.Supply and ❑Not Observable return ducts in other portions of a _ ri ❑Not Applicable the building insulated>= R-6 for ( e ;diameter>= 3 inches and R-4.2 Jp ;for< 3 inches in diameter. 403.3.3.5'j Building cavities are not used as 4❑Complies ;Requirement will be met. (FR15]3 I ducts or plenums. ❑Does Not e• f' ❑Not Observable' r" ❑Not Applicable 403.4 j HVAC piping conveying fluids R-_ R ;❑Complies Requirement will be met. ,[FR17]?, 'i above 105°F or chilled fluids ❑Does Not �`' below 55°F are insulated to>_R- ts ;❑Not Observable 3 ❑Not Applicable 403.4.1 ',Protection of insulation on HVAC ❑Complies Requirement will be met. _ [FR24]1 (piping. ra - ❑Does Not ❑Not Observable " ❑Not Applicable 403.5.3. - Hot water pipes are insulated to I R- ; R_ I❑Complies ;Requirement will be met. [FR18]2 >_R-3. ❑Does Not ;❑Not Observable x) ;❑Not Applicable. 1 High Impact(Tier 1) 121 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 04/17/18 Data filename: C:\Users\Maureen C. Giattino\Documents\Energy Reports&Insulation\Walantis.rck Page 5 of10 Section Plans Verified Field Verified # Framing/Rough in Inspection Complies? Comments/Assumptions q Value Valu 403.6 ";Automatic or gravity dampers are y ;"'_ ❑Complies ;Requirement will be met. [FR19]2 !installed on all outdoor air a ] ❑Does Not intakes and exhausts. ❑Not Observable r Q ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier2) 3' Low Impact(Tier 3) Project Title: Report date: 04/17/18 Data filename: C:\Users\Maureen C. Giattino\Documents\Energy Reports& Insulation\Walantis.rck Page 6 of10 Section y, " . « r ree ' Plans Verified F1eld 1/er�f�ed �_ ' — 1'nsulation Inspection `Value- "1/alue - Comp) s?rc Comments/Assumptions 1,iJV, 3031, IAII installed insulation is labeled ❑Complies, ;Requirement will be met. [IN3]? )or the installed R-valu i es ,n, f. ❑Does Not ` provided. f s ❑Not Observable a ❑Not Applicable 402.1.1, ;Floor insulation R-value. R R- ;❑Complies ;See the Envelope Assemblies ' 402.2.E ❑ Wood Wood ❑Does Not .;table for values. [IN1]1 ❑ Steel ❑ Steel' ❑Not Observable,: °'�• l ;❑Not Applicable 303.2, :Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.7 ;manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the underside of the subfloor,or floor ❑Not Observable ;framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous insulation is installed on the ,< underside of floor framing and i extends from the bottom to the ;top of all perimeter floor framing e members. 402.1.1, l Wall insulation R-value. If this is a R- R- :[]Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/2 of the Wood ;❑ Wood 71Does Not' ' ;table for values. 402.2.6 ;wall insulation on the wall Mass i❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation - l Steel Steel requirement applies(FIR +R' ❑Not Applicable 303.2 :Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 !manufacturer's instructions. ❑Does Not ' ❑Not Observable ❑Not Applicable �. Additional Comments/Assumptions: r. T ' , r T n a a 1 High Impact(Tier 1) )2, Medium Impact(Tier 2) -']1,3JJ Low Impact(Tier 3) a Project Title: Report date: 04/17/18 Data filename: C:\Users\Maureen C: Giattino\Documents\Energy Reports& Insulation\Walantis.rck Page 7 of10 Section x. " tWt .a �s+_azsz • ., F• _. ,,.x „. # plans WAfked ' F�eld.Verif�ed. l Final Inspection,Prov�sions Value` Val' Complies?,if Comments/Assumptions & Req:ED •.T {: 402.1.1, ;Ceiling insulation R-value. R- R-ME, See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ;❑ Steel ❑ Steel :oNot Observable 402.2.E[Fill' ❑Not Applicable licable � • 303.1.1.1,:Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 6402:2:3 ;Vented attics with air permeable ❑Complies ;Requirement will be met. (FI22]z`' '`I insulation include baffle adjacent ': ❑Does Not to soffit and eave vents that extends over insulation. [-]Not Observable E;I ❑Not Applicable 402.2.4 Attic access hatch and door R-_ R- ;❑Complies ;Requirement will be met. [FI3]1 insulation>_R-value of the ;❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ; A 50=_ ;, Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2,and UDoes Not <=3 ach in Climate Zones 3-8. ❑Not Observable y i ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 Icfm/100 ft2 across the system or ft2- ft2. ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in j I❑Not Observable j .tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies ;Requirement will be met. [F127]1 !determine air leakage with ft2 ft2 :❑Does Not j either: Rough-in test:Total Leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable w.g.across the system including j ;the manufacturer's air handler .enclosure if installed at time of :test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch Iw.g.across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated M Complies ;Requirement will be met. [F124]1 ;by manufacturer,at<=2%of ❑Does Not design air flow. [-]Not Observable ; El Not Applicable j 403 1 1` Programmable thermostats ❑Complies ;Requirement will be met. on , installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable lcode specifications. El Not Applicable i[F 03r1:2' ";Heat pump thermostat installed =. []Not ❑Complies ;Requirement will be met. I10]? jon heat pumps. ❑Does Not ❑Not Observable Applicable 403 5:1 Circulating service hot water ❑Complies ;Requirement will be met. t„asystems have automatic orMMEINotApplicable ❑Does Not 3accessible manual controls. []Not Observable 1 High Impact(Tier 1) ` J2�J Medium Impact(Tier 2) .1,1311 Low Impact(Tier 3) Project Title: Report date: 04/17/18 Data filename: C:\Users\Maureen C. Giattino\Documents\Energy Reports& Insulation\Walantis.rck Page 8 of10 Section .. :Plans Verified 4Fieid'Verified # Final inspection Provisions Value Value Complies? Comments/Assumptio s &RegaD _ A 403.6.1 I All mechanical ventilation system ;^" ❑Complies ;Requirement will be met. [FI25]2° ;fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy 101 ,y ❑Not Observable land air flow limits. i m ❑Not Applicable 403;2 ' ;Hot water boilers supplying heat „ ❑Complies ;Requirement will be met. [FI26]2 through one-or two-pipe heating C.._ ❑Does Not systems have outdoor setback r control to lower boiler water []Not Observable '.temperature based on outdoor []Not Applicable '.temperature. - . 403.5.11 l Heated water circulation systems ❑Complies ;Requirement will be met. [FI28]2 !have a circulation pump.The p . ❑Does Not kw eI !system return pipe is a dedicated 40 return pipe or a cold water supply E y ❑Not Observable ❑Not Applicable pipe. Gravity and thermos- 1syphon circulation systems are not present. Controls for w jcirculating hot water system ; PUMPS start the pump with signal ,for hot water demand within the ; '.occupancy. Controls l ; automatically turn off the pump I !when water is in circulation loop ` is at set-point temperature and r no demand for hot water exists. 403.5.1.2_E Electric heat trace systems ❑Complies Requirement will be met. [F12%20, comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the [:)Not Observable ; 1 heat tracing to maintain the ❑Not Applicable desired water temperature in the E pi ping. 403.5 2 :1 Water distribution systems that m ¢ ❑Complies ;Requirement will be met. [F130]z i have recirculation pumps that ❑Does Not s;pump water from a heated water ;supply pipe back to the heated f ❑Not Observable water source through a cold ❑Not Applicable ;water supply pipe have a demand recirculation water ;system. Pumps have controls °r that manage operation of the pump and limit the temperature of the water entering the cold 1water piping to 1049F. ' 403.5.4 '1 Drain water heat recovery units ❑Complies ;Requirement will be met. jF131]z ]tested in accordance with CSA []Does Not a y B55.1. Potable water-side kr pressure loss of drain water heat "f tt ❑Not Observable recovery units< 3 psi for a❑Not Applicable41 j (individual units connected to one 6' 1 •i or two showers. Potable water- Aside pressure loss of drain water heat recovery units<2 psi for i individual units connected to E =r yithree or more showers. 404.1 75%of lamps in permanent m ❑Complies ;Exception:All lighting is [FI6]1 '.fixtures or 75%of permanent ❑Does Not provided by low-voltage :fixtures have high efficacy lamps. ;. systems. Does not apply to low-voltage ❑Not Observable '.lighting. ] ❑Not Applicable 404 11 Fuel gas lighting systems have ❑Complies ;Requirement will be met. [FI23]3 no continuous pilot light. E ❑Does Not V ❑Not Observable ❑Not Applicable 1 1 High Impact(Tier 1) 1,2`1 Medium Impact(Tier 2) !"3 1 Low Impact(Tier 3) Project Title: Report date: 04/17/18 Data filename: C:\Users\Maureen C. Giattino\Documents\Energy Reports& Insulation\Walantis.rck Page 9 of10 Section Plans Verified ` Field Verified; # Final Inspection Provisions a A Complies?,5, Comments/Assumptions f&Req.ID Value Value 401.3 ;;Compliance certificate posted. t gr , ; ' ❑Complies :Requirement will be met. [FI7]2 ❑Does Not I ❑Not Observable ] {` ❑Not Applicable 303.3 Manufacturer manuals for 7 "' -3, ❑Complies ;Requirement will be met. [FI18]3, ;mechanical and water heating ❑Does Not ;systems have been provided. ❑Not Observable ' ❑Not Applicable j Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) i 3„J Low Impact(Tier 3) Project Title: Report date: 04/17/18 Data filename: C:\Users\Maureen C. Giattino\Documents\Energy Reports& Insulation\Walantis.rck Page 10 of10 e NJ/'*C2015 I ECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling /Roof 49.00 Ductwork(unconditioned spaces): Glass&D.. Window 0.28 Door 0.30 Skylight 0.42 CoolingHeating 8� Heating System: Cooling System: Water Heater: Name: Date: Comments } . ,. Town of Barnstable Building Post This Card So That��s 1/�sible;From theStreet;-A , roved t?lans.11LEust�be=Retained on;aob°and this GardtMust be Kept , MASS. &_`��=• re° c. '�:" v p � , _ ,xa `" '�„„' si 1639. Posted U�ntilFinal Inspectian�Has Been Made�� .�: � r �: � . ;x ° Where�a Certificate of Occupancy is Required,such BuilcJ�ng shall Not be Occupied until a Final�lnspectto�n;has been�made � � Permit Permit No. B-18-1485 Applicant Name: Tim McGonigle Approvals Date issued: 06/18/2018 Current Use: Structure Permit Type: Building-Pool-Inground Expiration Date: 12/18/2018 Foundation: i ' Location: 85 CRYSTAL RIDGE ROAD,COTUIT Map/Lot 056-002-017 Zoning District: RF Sheathing: Owner on Record: WALANTIS,JOHN H & BRENDAJ - Contractor Name ;•,.:MCGONIGLE CONSTRUCTION INC. Framing`. 1 Address: P O BOX 1673 Contractor License; 184888 2 COTUIT, MA 02635 Est Project Cost: $26,500.00 Chimney: Description: Construction of a 20'x 36'inground pool. Pool walls will be Pbemit Fee: $ 175.00 galvanized steel with vinyl liner. Insulation: ,Ee'e,Paid: $175.00- Project Review Req: BARRIER INFO SUPPLIED Date 6/18/2018 Final: 411 Y � ---' • � � � � �� �� Plumbing/Gas Rough Plumbing: - Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorked by;this per 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. All construction;alterations and changes of use of any building and structures,shall be in compliance with the local zoning by laws:and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or."road a'nd shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical � 9" Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building a ds Fire Off-1 Is are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:` ' Rough: 1.Foundation or Footing A. M 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firestflue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: S.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. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons ontrac ' with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT .� Town of Barnstable Building * BARNPMWA i Pos 63P PostteTd W' .his Cardi So�That5�t�s Uosible:From#he,Street„ A p;,rovec},;Plans Muse Re,ta�ned_on°Jobanc}th is,Card-Must�be Ke t , , Permit he Permit NO.- B-18-1581 Applicant Name: _ Paul Eaton Approvals Date Issued: 06/18/2018 Current Use: Structure Permit Type: Building-Solar Panel-Residential - Expiration Date: 12/18/2018 Foundation: Location: 159 CINDERELLA TERRACE,MARSTONS MILLS Map/Lot: 047-106 Zoning District: RF Sheathing: a; Owner on Record: Marie Couture i Contractor;Name:`',,PAUL A EATON Framing: 1 Address: 159 CINDERELLA TERRACE Contractor'Licerise: CS-088720 2 MARSTONS MILLS, MA 02648 I, Project Cost: $13,000.00 Chimney: Description: Install 3.835kw solar panels on roof. Will not exceed roof panel,but Permlt Fee: $ 116.30 Insulation: will add 6"to roof height. 13 total panels. Fee.Paid: $116.30 Project Review Req: Date 6/18/2018 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.'Jssuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by lawssand 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 Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures bythe Building' nri F re Officials are,provided 11 on this';permit. Minimum of Five Call Inspections Required for All Construction Work p Service: 1.Foundation or Footing g 2.Sheathing Inspection Rou h: 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 Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Perso tracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). - Building plans are to be available on site Fire Department Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT E Town of Barnstable *Permit#c?t��� ✓ �v P` c Expires 6monthsfrom issue date Regulatory Services Fee oxax5-ABM ''�, Thomas F.Geiler,Director PERMUlldin � 9- PRES g Division tFp.Mp�°' D C T �� erry,CBO, Building Commissioner `2'00 Main Street,Hyannis,MA 02601 v "OWN OF BARNSTA�town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230. EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Vuiid without Red X-Press Imprint Map/parcel Number r Property Address A(/' �,Jac a—Au esidential Value of Work 0 Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address V +/MC�. Contractor's Name OYI j N ran Telephone Numberk4- ) Home Improvement Contractor License#(if applicable)r � ElWorkman's Compensation.Insurance + Check one: (� I am a sole proprietor ID' I am the Homeowner 0 I have Worker's Compensation Insuran e Insurance Company Name r 1 � Workman's Comp.Policy# L Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) Q Re-roof(stripping old shingles) All construction debris will betaken to .6 d Re-roof(not stripping. Going over existing layers of roof) Re-side Replacement Windows/doors/sliders.U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with othentown 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 is required. SIGNATURE: Q:Forms:buildingpermits/express Revised 123107 .. Massachusetts'- DclisArtmcnt of, Public Sat'eh Board of and Standards 5 Gonstructictn Su; er3i!Sar Specialty License License: CS SL 100207; Restricted to: RF,WS / r MARK LEMON PO BOX 423 WEST HYANNISPORT, MA 0267 - Expiration: 4/4/2012 ('nnuni..iuncr Tr#: 100207 aan;su2Is;nogpm Allen;oN .io;eats!u!wpV -- ` 109ZO VV 'SINNVAH �✓ .AVM S249H011d 06t, NOW31 ),bVW NOW3l>iNVW 80TZ0'eTAI`uo;sog lenpinipu! d�fl ?, 9E189Z #•il �t Txl3 ,; TO£T w2i meld uo;angysd aup 060Z/66/9-:uoi e�idz sp.1epue;S pue suoijuln2aH 2ulppng jo paeog 09L9E6 u 11 o;e-i;s!Baa — :o;Un;a.t puno33T 'a;ep uot;e.ridsa ay;arojaq ,. (Iuo asn Inp►nlpul.1oj pyen u01;e11sl2a i ao asuaa17 2JOlO"INOO 1N3W3AOHdWl 3WOH splepue7S Pue suo!aeln2ag 2u!PI!ng Jo Pasog The Coininoirwealth 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 LeLribly Name(Business/Orkan>'ationfindividual): 0 5 �Ltl��•A Address: City/State/Zip: Phone.#: Awl u an employer? Check the appropriate box: Type of project(required): 1. am a employer with <4 _ 4- ❑ I am a general contractor and I * have hired the sub-contractors 6, ❑New construction employees(full and/flr part-time). Remodeling 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑ g These sub-contractors have 8. Demolition ship and have no employees working for me in any capacity. employees and have workers' 9 ❑Building addition comp. insurance. [No workers' comp,insurance u 5. [i We are a corporation and its 10.0 Electrical repairs or additions required] 3.❑ I a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.VRoof 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 than workers'coWmsation policy information. t l-lomeoNs icrs who submit this-_Cdavit 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 statc whether or not those entities have employees. if the sub-contractors have employers,they must providt their workers'comp.polcy numbcr. 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.#: U,����"I v Expiration Date: sC c Job Site Address: � —City/StatelZip:��_ 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 ofMGL c. 152 can lead to the imposition of rrinLal 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 mud a fine of up to$250.00 a day against the violator. Be advised that a copy•of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains-and penalties of perjury that the information provided above is true and correct Signature '!"L�� � Date t T Phone M Official use only. Da not write in this area, to be completed by city or town offtciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2,Building Department 3. City/Town Clerk 4.Electrical inspector 5-Plumbing Inspector 6.Other. Contact Person: Phone#: _ a 10/15/2008 12:35 FAX 6173545828 T EDMUND GARRITY Ia003/005 WAL HotWORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY TYPE AR INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (6S60UB-0584L42-3-08) RENEWAL OF (6S6OUB-06941.42-3-07) INSURER: HARTFORD UNDERWRITERS INSURANCE COMPANY NCCI CO CODE: 80411 1. INSURED: PRODUCER: LEMON, MARK T EDMUND GARRITY & CO IN DBA M L CONSTRUCTION 645 CONCORD AVENUE PO BOX 423 CAMBRIDGE MA 02138 ' W HYANNISPORT MA 02672 Insured Is AN INDIVIDUAL Other work places and Identlfioatlon numbers are shown In the schedule(s) attached, 1 2, The policy period Is from 05-18-06 to 05-18-09 12:01 A.M. at the insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation Law of the state($) listed here: MA B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work In each state listed In Item 3,A. The limits of our liability under Part Two are: Bodily Injury by Accident: $ 100000 Each Accident Bodily Injury by Disease: $ 500000 Policy Limit Bodily Injury by Disease: $ 100000 Each Employee C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, If any,listed here: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06A e D. This policy Includes these endorsements and schedules: IN SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE o� 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating ' Plans, All required Information 18 subject to verlflcation and change by audit to be made ANNUALLY, ST ASSIGN: MA DATE OF ISSUE: 04-28-08 DS OFFICE: ORLANDO DA HTFD OSG 24K2F PRODUCER: T EDMUND GARRITY & CO IN Dom 10/15/2008 12:35 FAX 8173545828 T EDMUND GARRITY 0 004/005 WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY EXTENSION OF INFO PAGE-SCHEDULE WC 00 00 01 ( A) POLICY NUMBER; (GS60u8-05941.42-3-08.) INSURER: HARTFORD UNDERWRITERS INSURANCE- COMPANY 80411-MA INSURED'S NAME : LEMON, MARK DBA M L CONSTRUCTION RATE BUREAU ID: 000253264 ANNIVERSARY RATING DATE : 04-04-09 PREMIUM BASIS ESTIMATED RATES ESTIMATED TOTAL ANNUAL PER $100 OF ANNUAL CLASSIFICATION CODE REMUNERATION REMUNERATION PREMIUM LOCATION 001 01 FEIN 017541468 ENTITY CO 001 LEMON, MARK DBA M L CONSTRUCTION 490 PITCHERS WAY HYANNIS, MA 02672 • CARPENTRY NOC 5403 It: ANY 11 ,46 ROOFING NOC a YARD EMPLOYEES, 5545 6500 32,80 1804 T DRIVERS ROOFING-BUILT UP-YARD 'S EMPLOYEES 8 DRIVERS 5547 IF ANY 13,60 � CARPENTRY-DETACHED ONE- OR TWO FAMILY DWELLINGS 5645 IF ANY 6.80 o DATE OF ISSUE; 04-28-08. DS ST ASSIGN: MA SCHEDULE NO: 1 OF MORE 90702 10/15/2008 12:35 FAX 6173545828 T EDMUND GARRITY Z 005/005 } WORKERS COMPENSATION D AND EMPLOYERS LIABILITY POLICY EXTENSION OF INFO PAGE-SCHEDULE WC 00 00 01 ( A) P POLICY NUMBER: (GS60UB-0594L42-3-08) PREMIUM BASIS ESTIMATED RATES ESTIMATED TOTAL ANNUAL PER $100 OF ANNUAL CLASSIFICATION CODE REMUNERATION REMUNERATION PREMIUM, LOCATION 001 01 (CONT'D) CARPENTRY-DWELLINGS-THREE STORIES OR LESS 5651 55000 6.80 3740 4 1 ± ------------------------------------------------------------------------------------ MERIT RATING/EXPERIENCE MOD: NONE MODIFIED PREMIUM S NONE' , TOTAL ESTIMATED ANNUAL STANDARD PREMIUM 5544 EXPENSE CONSTANT(0900) 318 0.0300 TERRORISM (9740) 18 5.50% MA WC SPECIAL FUND AND TRUST FUND 305 TOTAL ESTIMATED PREMIUM 6185 y. DEPOSIT AMOUNT DUE 6185 . DATE OF ISSUE: 04-28-08 DS ST'ASSIGN: 'MA SCHEDULE NO: 2 OF LAST tN� Town of Barnstable NAM • >uuussr� • �. Regulatory Services Thomas F.Geller,Director Building Division Tom Perry,CBO Building Commissioner 200 Main Stet, Hyannis,MA 02601 www town,barnstn ma.us Office: 508-862-4038 Fax: 508-790-6230 ti Property Owner Must Complete and Sign This Section If Using A Builder 1 property - l as Owner of the subject ro • hereby authorize LWv1 -�1� �1� to act on my behalf, in all matters relative to work authorized by this building permit application for: (�11 A i s of Job) Signature of CWher Date Print Name QTOMS:expmtrg ReviseO71 005 L 'ir't.� .:}3," 'J''4 ss�.t.'.' 4 J '+.Yfi�Y.,�S C yy V„t' /)I Y i;y�y��j�g� ! V litiA�`�.,/�J- /)ati�• .4 4-1.::-.1_ of w w.�-., ! trYN 01. 'Sh+i • '.iiY'��.C` ''� raL �' Ta ,. �` IJ`r.+�r/{.. ".'1S. Assessor's office (1st floor):, - Assessor's map and lot number ,,,,,,,�.......... c3;L2 �DiTHETO�♦ ...................... Board of Health (3rd floor): e�Q Sewage Permit number ...9...j ��.. .... -.. � = BAgMAO& E, ............ .... Engineering Department (3rd floor): �FS�FJS moo rb 9, House number .............................................................a.......... o�ara�a Definitive Plan Approved by Planning Board _____�_*/---/-------------19.4� APPLICATIONS PROCESSED 8:30=9:30 A.M, and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .. � UG.�..............19 '�J��L'........ .......................................................:............ .. TYPE OF CONSTRUCTION Wd1 � 1C:_X19II& VV G...... �....19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: L. Location / 3 CRY57fj L / /1.. ... ./c�..:.........c.4l U....1.................................................. .............................................................................. Proposed Use ma`s _ C/ .............................. ........................................................................................................................................ Zoning District ...........R ...................................................Fire District ...............C) In./n ............................................................ 1 t; Name of Owner /3fl�`5/ ). i/-�G CO......Address / 6X QS"� �,�/VTFo.. V1GL� :................ .. .............................. ........ Nameof Builder ....................................................................Address .................................................................................... Name of Architect ..�Q �"191V'5,6� CO�0/ 7` ...... : ..................................Address ............ ... ................................................................ Number of Rooms .................1................................................Foundation ...19D09CD.....(f /Alc/�F�j/�................ n ' Exterior (. ip Q� �............- f�/NG�L�.S...............Roofing ...4SP/y ILT ......................................................... Floors C�it�.T�..v.. ..e.. /L .... / ...........Interior .AlVe.....�.....0 YI) U/v/ .......... ............................................. - p g n Q� .i l� C Plumbing f�C.. ..C�I�f i`' c� d 019 TH-S Heatin �?.......//.V....../} ....... .�/............................ .......................................................... Fireplace ..................................................................................Approximate Cost .....0��5, �. y Area .... / ... ��...:/....�.../ Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ............................................... .�. ....................... Construction Supervisor's license ..f . ..5.....y�.......... BAYSIDE BUILDING CO. A=056-002-000 ' CAS No .33131... Permit for .112 Story Single...Fami.lY...Dwelling........ Location ...Lot ....... Crystal Ridge Road Cotuit ............................................................................... Owner J:y.iside Building..! o. ........... Type of Construction ..Frame ............................................................................... Plot ............................. Lot ................................ Permit Granted ....AuggAt...8.,.............19 89 Date of Inspection ....................................19 Date Completed ......................................19 Assessor's office (1st floor); � 3^� � —•�D 6 � ., ��i�Jry� /.��� •��$ / � ?META Assessgr's map. and lot number ..................... p OF HEALTH Q`'��♦ Board of Health (3rd floor): TOWN OF BARNSTABLE �� Sewage Permit, number e .......-'� ..�7.....�`�� P.O. BOX B " c .O.B 534- e�AOa L .�. Engineering Department (3rd floor): F.1S HY NNOS'MASS. 02601 o House number ................ ........ .��5....:.......... ./....:..... o'' o YpY'rr�0 Definitive Plan Approved by Planning Board ��_/02---___ ___ _19 APPLICATIONS. PROCESSED 8:30�-9:30 A.M. and 1:00/=2:00 P.M. only , M G _ TOWN O+F . BARNSTABLE * ' 4 BUILDING , 1NSPECTOR ,q APPLICATION FOR PERMIT TO ..CM57D.1C.?......:.1.:.. TYPE OF CONSTRUCTION ............ .....dd . v �� 19 -91 TO ,THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following' information: Location .....L.O.! .:....�.3.....L..a./��,.YS f1l L..:..R/ ��' /� ..:.........�0/('.�l`.....::..........:.......... • ................... Proposed Use ...../\�` ::...................................... ......................:...........................................................:.............................. Zoning District ..........�`.�....... ........:Fire District . �� NameZof Owrier �Y`51� ....,�7zb G . /.COX .9 ...:�`'� T ?e.!1le4- ..... ............................ ....... ....Address .. Nameof Builder ........................................;...........................Add�ess ..................................................................................... Name of Architect / .._.................... ............Address ...............v�.�....r Number of Rooms ...............7............: ...............................Foundation ®� k�....:.CNG�/e ................: C.L•• �KJV/� LJ 9�" �t1-rN�'L�s' /�9L.i F Exferio.r '/ ................................................:..........Roofing ... ............................. ............................................ Floors C�//.P�iT l� • T..-G..........�!1. ..........Interior .,f'�/VE..... .....� Y/05OpI' Heating !! .... ...d.7.IlR....I. .Alc...:......................Plumbing l�C �` COP1�'�' ..........07 a?��/�T/fS ...................... Fireplace 6W. . I..40.C.e... .. APProximate Cost ...... � ........ .... 4 ....... .. ... . � ',. ............. - Area ....f��'.:. :........... � .. Diagram of tot and Building with Dimensions ' Fee .....:'"..1�" ... ................... OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules- and Regulations of the Town of Barnstable regarding the above construction. Name ......1"3.*a.....�. ... ........... ......... ............... Construction Supervisor's License ... ..... Cv 75'BAYSIbE BUILDING CO. - 33131 � � • ;No ................. Permit for ...1.12...S.�ozy............. IS. .....SI g!e...Edmi.ly....Dw.al.]..i.ng.f ...... - P Location Lot #13.r.......85 Crystal •R •(lge Road f Cotuit Owner .. Ba side B.uildin...................... ....r.Y................ .......... g... ......... .!-, � �, ! .k Pam. �r ._ �• ,_ - - �. Frame Type of�Construction ......... ............ .. �. ..... d .............. Plot4..................... Lot . ............................. �.. ? Per"fit (Granted .. Augq§.t ..$.�. f 19 89 I -' Date of"Inspection .......... R!'�_.............. 9 ` _ Date Co pleted ��� �Ir .. -19 w _ i � � a ,. � • � °�'' sue' �,.. lA ,.� ' C; iw' ice' r i. tAte. � � � •' �. � .W` - . .. '. w _ • ,�� ,:..,,.......'t�' - � ram, _ . - � - • FF ,,TN�ro TOWN OF BARNSTABLE Permit No. .. 33131 ,,. ` BUILDING DEPARTMENT ' l TOWN OFFICE BUILDING Cash 9�or.r HYANNIS,MASS.02604- Bond ......X........ CERTIFICATE OF USE AND OCCUPANCY Issued to Baysa de Building Co. L Address Lot #13, 85 Crystal Ridge Road Cotuit, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING-INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND,IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. vt December 89 ........ Building Inspector TOWN OF BARNSTABLE BUILDING DEPARTMENT 2 rsa AM : TOWN OFFICE BUILDING 639 �orw HYANNIS, MASS. 02601 MEMO TO: Town Clerk ' FROM: Building Department DATE: 7 An Occupancy'Permit has been issued for the building.authorized by Building Permit #........... _ .......�/........................................................................................................................................................ issued to ........ (lS'_/lle...... ✓, .............. _......_.. _..__� . Please release the performance bond. `` :#'a ?-;k ly' y:u F) (,!w aty ti-0jRyLk ' cat:gw�d �yp * tatFgl. I �ry .;. ry . .' TOWN OF BARNSTABLE, MASSACHUSETTS �blNG A=056-00' -000 DATE Au!ut, si 3,-19 .. 8 PERMIT NO.xy�vT 2 2 VVIIL APPLICANT Owner ADDRESS_ .Lrl.r. CE'_i) (N 0.) (STREET) TF!LO l� .(CONTR'S LICENSEI PERMIT TO BU.ild 1)woii1I1� �, ')''�7 Y1I1 ') NUMBER OF _ (_ ) 'STORY "� r ,{ e' T)G7:c� _I + r'r}pWEL1_ING UNITS - (TYPE OF IMPROVEMENT) NO. _ ', _. " IPRO.POSED l5E) AT (LOCATION) _ I'U+ #13 • ter''' 1 7 ZONING II s a(STREET) P ('ni..,.,... _ k - (NO.) �C) C / DISTRICT— . (STR£E7) � •- BETWEEN AND: (CROSS STREET) "' (CROSS" STREET) SUBDIVISION LOT BLOCK LOT —SIZE .. .BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM INCONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION i (TYPE)REMARKS: JC'_�NdC�'= it v tom."'J G f7 I i I '1301Zd AREA OR _ VOLUME 19 44 sC") +• ESTIMATED COST a (._)pJ_ii )1 PERMIT (CUBIC/SOUARE FEET) I OWNER d '4 id :u,i. rl.._ ADDRESS ((.^n J_I , (;c- i-;t', _L'�j j_j-i BUILDING DEPT. FROM THE DEPARTMENT OF PUBLIC REST RI S. THE ISSUANCE OF THIS PE RMIT0 DES N-OYf R L- S THE .4PPLI��IIJ T-(`R OT.•f`f"KfE C�-KITSI'T��SN-S" OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE' INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FORELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY, IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS PE T TO LATHE FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE " OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 Z Dc< ^ s HEATING INSPECTION APPROVALS ENGINE ING DEPARTMENT OTHER —_-- A� BOARD OF HEALTH WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT 'W!L L BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTIO< PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. RIDGE CRYSTAL ROAD R=590.00' L=189.80' i Q �0 a� Q. LOT 14 CNC. FOUND• D . ' LOT 12 LOT 13 44, 180 +/- SF J ( (1.01 +/- AC.) c�q O 6). # 86-559-C-13 CERTIFIED PLOT PLAN LOCATION : CRYSTAL RIDGE RD. COTUIT SCALE : 1 " = 50 ' DATE : 07128189 PREPARED FOR: REFERENCE : LOT 13 LCP 23747—B I HEREBY CERTIFY THAT THE STRUCTURE BAYSIDE BUILDING CO. SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. � tN OF i0lim WELWEE = ' down cape engineering inc. La .33602 CA CIVIL ENGINEERS / C LAND SURVEYORS .JU 28/969 TE 6A - YARMOUTH. MASS. DATE R YOR FRONT E1.EVATI'Oti '' -CEILING AS�C1,1BLY G.W.A.' _ ._ • . TOTA I:O' R-�� TOP SURF.:rC U= , 0 'y� W111Dl:WS: .it-- 0.61 ---- j < N !1'FIQcRGLASS . I.NSULATICtI r . R--30 t `--SHEETROCIC 'R a 0.45 BOTTOM SURFACE ::,:�••� ,*<'.�' - �'• Rs 0.61 • ' •_ PLYWOOD INSIDE. SURFACE r''Ys O.62 R 0.63 REARS )O YJALL ASSEMBLY G.W.A:.j /2' SHEETROCX �.'°r. � : :•:.�::. 4cLEs R TOTAL R - /•'79. ,:..: ;7. �,.. •: .;• 0.87 0.45. S10c 3 I sERGLASs - :.t,• �+ ^�;. . ;FACE' INSULATION t 't r � .~:••�:r ' 0.17 . Ralf ... .. :;;•'sib': >-, SURFACE RESISTANC' "'--"—"- • '~' DOORS: FINISH FLOOR ,: ::� .,.. d•,, ,.W R= 0.91 s >. FLOOR I/2" PLYWOOD TOTAL. R , ' - 3 a' R=.O.62 U [J3j RIG(iT . S(^E ELEV TiC• ;IDF !ACE .17 u'v V.11)4DOW iCtie FIBERGLASS ;1`:.._:;r•;:. ;- w��",�� •_• �' INSULATION :1c: R:j FOUNDATION �.-.vr BALL ASSEI.11SLY I CO ORS: AL •. 3 SURF4CE RESISTAnCE i MAY BE USED /V/� COORS: INSTEAD R s 0.61 / OF FLOOR ` •►' INS ,. .. ' •,' TOTAL' R - E•:T SIDE >jl_E•J;X;:�::.. . •► '•i.:� --iRR~Y. - 3 I rtY�u7_ 3:C e. - . YR R 5 DOORS: .; -$: E.R?dAP.'ENTLY : INSTALLEr� •STO?�� lNSII L AT1CId �=�T(ON !1►J0OV1S TO SE USE!) � _c^ �? 3 P,Tt _7' F S!! T s i 3y .ter k I i i I I — I i �Q E f I V INSIABLE 15AYStOS BU{LCINfs C011Jc"- 'CENTE1L\At LZ /AAS4.. , rA _ Rfl..NT El E�JLYT{oN 8cl-1.1:: i e � 1 '• •CRICKET _ - 1 __JZ.:E.Sp.P�""E L.E�✓.Q T' 1 0.tJ r. .,_ r 1 ; i � .. CE�/:!T_C;FLVLC.CE�wsss 4 5 4 ..er.�.• � ,asp+.�^,.—,.^....,eT-.-w...:»....-r,.s.nm•+...,c,�..,.,.;-+., . _ ... E 1 s? i sue.- 1 tf s I CENSor P—v I _,i,5 LD E "EC-6VATl0 ,r q.—S.h"-wx.59E/4,K .. _._ R.o. wv .__......._ 2G 94 cc:+.. .GH 15"✓ L-11/i"�,. 4.C4^ IV wV (A-0- yp ! 9 Rw-4t1/L' X 41_1/"N 1 !I — 11•(e" L1AST E 2 n EO moo 1 � r '(JOO(� _' rLEATED ' � _CA KPCT c4l\ Q I 'sPA Nql g Ord 00 11 ono.C _- WASH 9R, y .. ..O (i.o:.:B�I�_n(er-.w.x. Co"•9s/g�►1-_.: _.1�1'A11.N .. � (( >p i 1 OAK _ m N 1 d �{ STEDOD p P.OAK EI „ j I y - 1 S2A �R K Q.ACsE 0 �. - gOM _fE.R 4:"RE1�+F:GONG9b�♦ - P,.oh y ? ( _p1TCN 2^.To noon O u: Urc+abaa_ S/0 Fe. 1 — CIL m OAK I Q .d: - SIDE t1aAD 6A0.,l.GE. I �. TILE 10 •a i 0 94- ..(L.o,n.0,v.\V x 9G1'l_IA li T1�C - a I ._,q6 ti,Wx O5�/N•"11 '?_05 cc Q,o,. -LS a 1 59 'CE"TE.fLU1l..Lt E.AL;!:1 ,- , AP►Rowo Er: DRAWN EY: ' DATE: U a REWEED • 2. DRAWINONUYEER .. I e E 1, g+ 3,•E„ Oho`• �,_o,,. gta" 'L.GA 0.P¢T '_.G AapeT I b • •. :. -_CARPET ' •o --- SIC.__..STCiZnGC T tlINV 3 � (b).PELLh 6�t�LI�GS. 1'144; BUVeMI E S1�J ; fkE «.CENTER.S11LL6- /�'A�'jS '"`- IIpp - ee•Le:1 - $ •PPPoveD ev: D�Tfl: V N PEVIBED 3 .. . _: .__.r,�E.G o N.A.__::.�L.o�TL._,•�.?I.AnJ . :t Druwem PurDEP j i 8`•4� 1 r N : /_.--- — — e0 N cD 0 ` '�s�Con�c2.Bta e� r IQOI ; J L J I 0 ' _.... - i M o _ eA.,et wro;a9.r l A npdcT Greove` d I IT - I, (:oQTr I N =E!j$ u =C2-iASEI1SE"IJ.T.a:F 0 u N c WrL0N Assessor's Office 1st floor Ma �' p It d 0 z,, / 7 u Permit# '3 7 0 5 9 Conservation Office 4th floor Date Issued 9/2 7/9 4 Board of Health Ord floor A Engineering Engincering Dept. Ord floor House# � Planning Dept. (19t floor/School Admin.Bldg.): MAM Definitive Plan Approved by Planning Board (Applications processed 8:30-9:30 a.m.& 1:00-2:00 p.m.) TOWN OF BARNSTABLE`' Building Permit Application Proiect Street Address S^ 6,1_t iL ! Villa I w , Fire District Owner Address �I�`.� yV 41 r Tele hon,�&aa-) Permit Rcquest: Zoning District r Flood Plain Water Protection Lot Size 1 /�,�- Grandfathered Zoning Board of Anneals Authorization Recorded Current Use Proppsed Use Construction Tvpe Eaistin2 Information Dwelling Type: Single Family Two family Multi-familyi Age of structure Basement type Historic House Finished >` Old King's Hi h�way Unfinished �f Number of Baths No.of Bedrooms , Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached Other Detached Structures' Pool Attached Barn None Sheds Other Builder Information Name 1 Telephone number 7 7 S' -3 PIS Address License# Home Improvement Contractor# Worker's Compensation # 1A NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN (AS BUILT) SHOWING EXISTING, AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Project Cost �0/ %6�- Fee 110,5-0,C z) SIGNATURE DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) BPERM T MITRO, JOHN C. FOR OFFICE USE ONLY ADDRIESS 85 CRYSTAL RIDGE ROAD, COTUIT VILLAGE COTUIT . k OWNER JOHN C'__ MITRO DATE OF INSPECTION: FOUNDATION - FRAME INSULATION . rr FIREPLACg c ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL , GAS: ROUGH FINAL FINAL BUILDING: 4 DATE CLOSED OUT: ASSOCIATE PLAN NO. CRYSTAL RIDGE ROAD R.590.00' Lu189.80' 1 0 .L'S0 00 LOT 14 a COWL• FO B- LOT 13 LOT 12 D 44. 180 +/- SF N-01 +/- AC.) ,r try ' �lur dui ., CERTIFIED PL D T PL A N LOCATION : CRYSTAL RIDGE RD. COTUIT SCALE : 1 u = 50 , DATE : 07/28/89 ' PREPARED . FOR: REFERENCE : LOT 13 L CP 23 74 7-B I HEREBY CERTIFY THAT THE STRUCTURE. BAYSIDE BUILDING CO. SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. lµ OF JONN McFLWEE = down cape engineering inc. .33602 CIVIL ENGINEERS C LAND SURVEYORS Jut_y Z8/989 ?E 64 - YARMOUTH. MASS. OATEN RE �� 8(VjAN EYL►9 .., r r r ; TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION . Please print. ; DATE /� , JOB LOCATION Number Street Address Section Of Town r "HOMEOWNER" Name Home Phone Work Phone PRESENT MAILING ADDRESS G 4 City/Town State Zip Code The current exemption for "homeowners" was extended to include..ownez- occupied dwellings of six units or less and to allow such 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 to six 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, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements HOMEOWNER'S SIG14ATURE �• APPROVAL OF BUILDI14G 0 ICIAL Note: Three family dwellings 35, 000 cubic feet, or larger, will be required to. comply with State Building Code Section 127.0, Construction. Control. KISCS / w r HOME OWNER'S Ex] MJTION The code s- a to tlist permit is .required shall be Home Owner performing work for(Section 109. 1. 1 be exempt from the prov1sions of Which a building Home _ Licensing. of Construction_.Supervisors j this''°''Owner engages a person s section ` Owner shall act as supervisor. �for hire to do such work ' pro ed•;.that if that such Home Man Home a t Y Owners who use this exemption are. unaware` * the responsibilities of a supervisor (see A that the4 A for Licensing Construction Supervisors ppendix' Q g- ' are assuming awareness often results in serious . , Section 2.'15 Rules and' Relations -Owner,hires :unlicensed persons. Problems This lack of. In , Particularly wheri ag`ainst'the this the Home unlicensed person as it would with�llcensed suneot y Home Owner acting as supervisor is ultimately responsible Proceed - p rvisor. The To ensure that the Home man co Owner is fully aware of his/hei responsibilities Y mmunities require ..._ Owner certify as Part of the permit. es, On the last ythat he/she understands the responsibilities,' pa-ge of this issue is a form currently used that the; Home You may y care to amend and adopt such aform/certiY us e al to ns. community, by several towns, tion for use in your I !. I The Town of Barnstable Department of Health Safety and Environmental Services B"RMAS&NA"M Building Division a 06 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-775-3344 Building Commissioner Building Permit Procedures for Sheds & Decks ✓ 1. ` Plot plan or,mortgage survey required for zoning compliance. Placement of structure must be sketched in, and distance from boundary lines indicated 2. Old King's Highway Historic District Commission approval required prior to construction/demolition for any properties located in the Historic District (north of the Mid Cape Highway). 3. Application sign-off must be obtained from: Assessors Office (1st floor Town Hall) Conservation Department (3rd floor Town Hall) Health Department(3rd floor Town Hall- 8:30- 9:30 am & 1:00-2:00 p.m.) ✓ 4. One set of plans 8.5"X 11" or 8.5" X 14" (cross section and framing schedule) must be provided. Pre-fab sheds require factory brochures and specifications. 5. Construction Supervisors License& Home Improvement Specialists License copies are required for a shed to be built on site or for a deck. A copy of the Home Improvement Specialist's License is required for a pre-fab shed. (Unless the homeowners are applying for the permit in their own name). 6. Home Improvement Contractor Affidavit must be submitted. (Unless the homeowners are applying for the permit in their own name). 7. Workers Compensation Insurance Affidavit form must be submitted if construction is to be done on site. 8. Homeowner s License Exemption form must be submitted if the homeowners are acting as the general contractor or doing the construction themselves. 5� ✓ 9. Permit.Fee to be paid before permit is issued. PERM T 1 _ DO NOT 56AI-E DRAWINGS.ALL DETAILS TO MATCH { r EX I5TING.ALL WORKTO BE DONE IN CONFORMANCE 1 150 GMR MA55AGHUSETTS STATE BLDG GODE 9TH ED 17 ON. TO VERIFYA BUILDER LL DETAIL5ANO DIMEN510N5. THI5 PLAN 15 GOPYRIG HTED BY GIATTINO DE51614 AND PROVIDED FORAONE TIM . M ■` IT HAS BEEN ESTABLISHED THAT HAT TH1 THIS BUILDING 15 #; LOCATEDWITHIN 1 MILE FROM THE OOA5TANO 15 LOCATED IN ZONE B. ADD 4-CAR GARAGE ^YVIND BRACING REQUIREMENTS: -ALL FNDN CORNER5 TO HAVE SIMP50N HOBB-HD ' - BEDROOM SUITE i HOLD DOWN5 OR EQUAL) FRAME&SHEATHE MAIN ROOF.OYER- -2Xb WALLS FRAME ENTRY ROOF ON TOP OF MAIN -MINIMUM 24"OVERLAP ON ALL TOP PLATE SPL IGE5. ROOF&2X12BEARING PLATE CO PLYWOOD SHEATH ING: HORIZONTAL FULL CRITICAL TOP OF BACK R SHEETS CAPTURING TOP PLATES,MINIMUM B"ONTO IGN TOP OF BALK ROOF SHEATH NG HOOD SURROUND —EXI5TING ROOF 5HEATHING STUDS,51LL BEAM TO STUDS,AND MINIMUM 8"ONTO RIDGE VENT[��&FLUE PER LODE /_ UPPER STUD.HORIZONTAL BLOGKI NG AT ALL PLYWOOD SEAMS. tx3&7xB -ALL RIDGE RAFTERTO RAFTER GONNECTION5TO PVL TRIM HAVE SIMP50N G522 COIL STRAPS�32"(OR EQ). .12 EXISTING EXISTING -SIMPSON 2. IES OR QUAL)ATALLRAFTER 70 PLATE GONN ' -SHEETROCK: L1RGE5HEETSHORIZONTAL ARLHRELTURAL GRADE to•ROOF RETVR ASPHALT SHINGLES -APPROVED WIND BORNE DEBRIS PROTEOTION FOR GLAZED WINDOW OPENINGS.WINDOWS: PROVIDE ' Ob 3/2X10 BH,CASED APPROVED GLAZING OR T/l6"MIN THIGKNE55 (3)t-3/4 X q-tl4 Lv PLYWOOD 5HUTTER5 PRECUT TO COVER GLAZED _ HDRH/DBL xcKS PVL ENrED SOFFIT OPENING5.1-1/2"#850REW5(9)12"OIGORPER (3)2X6 HDR BEWT E EN TABLE R301.2.1.2 WINDOWS, �i FT�FT THIS 5TRUGTURE TO BE CONSTRUCTED IN ACCORDANCE WITH THE AM ERIGAN FOREST&PAPER PVL TRIM ❑�0 W b pg EXSTING ExIsnNG Ex SnN ASSOCIATION(AF&PA) DOD FRAME CON STRUGTION _ MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS 1/2"X b'CEDAR - GLAPBOARD5,4"EXP05URE g (WFCM) ENTRY o b•PYL CORNER LEVEL BOARDS 3 DECK&STEP5 TO GRADE PER CODE FlIkup A FRONTLEY,hTION f NOV 20 2090 L EX W TFNTOF HEALER RH WALL DOUBLE PORTAL FRMiES RWO BRACED PANELS) TOWN OF BARNSTAF)"' �`5T1N &BE ROOM 5U TEE EA"rEri OF MEADERWITHSIN PORTAL FRAME (ONE SRACEO WAJ-PANEL) - ,,RIDGE VENT V -120"s"eb W2JTH OF OPENING FASTEN KING STUD FOR SINGLE OR DOUBLE R'htTALG I 16ODH( VATHS TENSION STRAP PER / pO L TMWS07t20 4 ON ✓ 1 HEIGHT OPPOSITES DE SHEATHING) a• ). MIN.OYIIY.•HEr HEADER STEEL NFA•bFA PROHIBITED •• IF W SPACER IS USED,PLACE ON BACKSIDE OF HEADER •1aC IF NEEQEO.Fw10. �a'� UNOERLAYMENT ALONGN FASTEJSNEATHING TO HEADER-80 SPLICE EOfiE53MILL tp:t WALL BEFOND DECK& COMMON OR GALVANIZED SOX NAILS IN 3•GRID OCCUROVERANDBE FASTEN 70P ® VNDER DOOR FRAME PATTERN AS SHOVM NAILED TO COMMON PLATE TO 0 0 BLOCKING W ITKN THE HEADER_H HEADER TO JACKSTUb STRAP PEA TABLE MIDDLE 24.0E THE 1X&PVC,TRIM RMIO.d.i ON BDTH SIDES OF OPEN WG ELK FLASHINGR S IDI NG PORTALI.EG HEIGHT. RW OF 160 SHEATHING NAILED AT ONE ROW OF 3'O.G SLNI@R NALS AT Lj OPPOSITE SIDE OF SHEATMNG NAILINGISREOUfRED 3.O.C.TYR b'O/L MAX.TO JST H/ 1/2'XS"LAG SLREWS, IN EACH PANELEOQE. LOCATED PER LMR HOLD-OOHN }( MAN.DOUBLE 2N1 FRAMING COVERED WITH MAV. R50'I.2.1(i)&(2)&TABLES :THICXC ODSTRUOTURALPANELSHFATHING ;r TYPICAL PORTAL a MIN.'h'WOOD 4 VMH 8D 00&IMON OR GALVAML2EO BOX NAILSA FRAME CONSTRUCTION StTAPAN�'AL FLOOR SYSTEM R50T.28 R50T.2.1 X 0.O IN ALLFRAMING(STUDS.BLOCKING:AND (3)2xB HDR (3)1-3/4 X 41/4 LYL SIULsj TVP. SNEATNWO (2)1-31 Xq-112LVL HDR M(2)2Xb JACKS HDR W!(2)2X6 JACKS W/DBL JACKS " (1t11,N t0,.0 JEA�111POST MIN.LFl7GTH OF PANEL PERTABLE R802,103 f(K,j oFJ KST DTWS TENSION DEVICE ��.—MIN t2135D0 LB STRAP•TYPE HOLD-DOWNS PrR TABLES RW2.T(1)A TEN51 NDE ICE P.T.DECK JOISTS 02 ib•NwITE CEDAR 0 ROD PER FIGS. IEMSEOOED INTO CONCRETE AND NAILED INTO SHINGLES,5"MAX EXPOSU 01 3(1)&(2) P.T.1X6 X " FRAAIIN01 Simpsm STHDe strWpre4u,1) 507 2. B 5PAGER(51MP50N DTr2 BLOLKS@ lb"OX AIDi.lOpO LH.NOI.pDOWN (OR EQUAL),MIN.2 TOP NDSOTTOM OF FOUNDATION.ONEHfl:JT PER DECK,WfrHIN p TOPAIS BOTTOM OF FOOTING IMP flARB t& DEVICE EMBEDDED INTO -�: Mw CONCRETE ANb NAILED Sd IMOiPAMING) . . . . ... .. . .d'G 24'0F END � r� RI -MIN.FOOTDJG SIZE UNDER OPENING IS 12*•1Y.AWME0. E r I I I I Y, -� DOWN SLAB SNALL BE PERMITTED AT DOOR OPENINGS. _ _ - - - I\✓R,� DECK ATTACHMENT DETAIL MIN.tt1 MAJAETERANOHDR BOLT INSTALLED PER (3)1A/4,X1b LVL HDR(OR(2)1-3/4X IB LYL (3)1-3/4X16 LVL HDR(OR(2)1-3/4X IB LVL v REFERTO/WILPRESL RIPYVE RESIDENTIAL SEC710N R400-1.8•WITH 2't2'X'fr<'PLATE WASHER IN FLOOR),5-1/4 X 51l4 PSL POST EA END IN FLOOR),5-1/4 X 5-1/4 PSL POST EA END WOOD DELKLONSTRULTION GUIDE FRONT ELEVATION SECTION 1"=1•-0• � FIGURE R602A 0.6.2 ® '(�g HER ® ® � V A METHOD PFN--PORTAL PRAMS WITH HOLD-DOWNS - - InI fl fl Cl H. fl ib-X TO.H.DOOR I' 16'X T O. DOOVCTR R '1 a 1XLJ LJ UM LJ 10 _ ri I ILJI JOHN Y-4ALANTI5 - 1 N O D ES 1 G N 85 GRY5TAL RIDGE ROAD GOTUIT,MA The engineer's stamp on this drawing qualifies the structural design onlyand assumes that the foundation/footing bearing surface Is Icopee Row,Groton,MA 01450 and Lsturbed,orpmpery compacted,non-organic soil with a minimum bearing allowable of 3000 P5F and that all constructlon will be ' Residential Design Services 918-)48-2548 performed by qualified craftsmen In accordance with the 9th Edition of the Massachusetts building Code.All dimenslons and elevations are .� far design and reference purposes onlyand should be verified and approved by the Owner,contractor and framer.On site verification of r 1/24/18 3/2q/18 4/26/18 PAGE NO. construdionislikelyrequlred. Itb1hecontractom crowners responsibility to employ Phelan Engineering to perform on site verification if LEFT ELEVATION ' ION FRONT&LEFT ELEVATIONS 3/1/18 3/30/18 6/13/18 required or desired.It is also the owner's or contractors responsibilityto assure that timely notification of the project progress is provided so 3/16��=1�-0° ' 3 OF 7 that adequate on site an presence is obtained.LlabitityIs severely diminished If an on site verlFcation Is not performed.In I 3/15/18 4117/18 6/18/18 addition,nothing in this statement relieves the contractor of histh er re sponsi bilihj rega rd ing the provisions of 160 GMR 101. l 4118/1& sr� DO NOT SCALE DRAWINGS.ALL DETAILS TO MATCH EXISTING.ALL WORKTO BE DONE IN CONFORMANCE 180 GMR MASSACHUSETTS STATE BLDG CODE 9TH ED IT!ON. 10'-0" 12'-0 AND ER5EN WHITE CLAD W SERIES WINDOWS AND PATIO DOORS WITH STORM BUILDER TO VERIFY ALL DETAILS AND DIMENSIONS. WATCH HIGH PER FORMANGE LOW-E4 GLAZING(OR 5HUTTEIRS PER TABLE THI5 PLAN 156OPYRIG HTED BY GIATTINO DESIGN AND R301.2.1.2),3 1/2;FLAT.EXT.CASING,FIN ELITE GRILLE 5,6-9l16"JAMB5,NICKEL 15 PROVIDED FORA0NE TIME BUILD. ADD 4-GAR GARAGE' ' � � FINISH HARDWARE AND5GREEN5: 5'- " & BEDROOM 5UITE WINDOW SCHEDULE LOIT CATED ,IT ESTABLISHED I ILE FROM THE BUILDI D 15 4 NUMBER LABEL QTY R/O DE5GRIPTION LOCATED WITHIN 1 MILE FROM THE COAST AND 15 DECK&5TEF5 TO LOCATED IN ZONE B. GRADE.P:ER-CODE Ot REUSE EX.625 2 48"X603/8" DOUBLECA5EMENT VERIFYR.O. •- --_-.- .r.+.�_'n..�+.r.r=__—.-_.------'�02 -•APW8030+a--`3�"72"X36" - FXED-GLA55 - -- -'�_' --- _ 03 AGW2040-2 1 48"X48" DOUBLE CASEMENT-LHURHR --WIND BRACING REQUIREMENTS: - - -=-_ - -- ^" - = -ALL FNDN CORNERS TO HAVE 51MPSON HD3B-HD , 3. A 04 AGW2050-2 1 48"X60" DOUBLE CASEMENT-LHURHR HOLD DOWNS(OR EQUAL) 4 ACW2450-U -2X61^WLL5 i ry T 05 APM10501 1 104"X60" MULLED LH-FIXED-RH o �a�s-- -MINIMUM LYVIO D SHEATHING: HIN TOP PLATE SPLICES. G '^ v G AGW2460-R -yl- - •.m —• .. ,JN .._—.. •— -1/2"COX PLYWOOD SHEATHING: HORIZONTAL FULL -3" 3'-9" 10'-6 1/2" >U DN 6 66 ATAD8B10 1 12"" 0"3/4" ARCH TOP FIXED SHEETS CAPTURING TOP PLATES,MINIMUM 8"ONTO Q 4 1 0 ROOF DECK o 07 6068 L 1 72"X80" EXT.SLIDER-GLASS PANEL 5N 05,SILL BEAM TO 57u05,AND MINIMUM B"ONTO • -."" Q-'1 9'•11"X 9'-0" 08 91068-4 .1 11B"XBO" EXT.QUAD SLIDE R-GLASS PANEL p a- I 09 VFLUX F5506. 4 30 1/16"X46 1/" SKYLIGHT - PLYWOOD 5EA 5RIZONTAL BLOCKING AT ALL hPEAK X r^y I I DOWN ONE STEP ALL IDLE RAFTER TO RAFTER CONNECTIONS TO a�- DOOR SCHEDULE a m i I I m I N M R L E G PTION 50N 6522 COIL 5TRAP5 Q 32"(OR EO) y _ SKI 4'-Q_— 6'-Q" _ LANDING D01 306g-LH FIREGODE 1 3B 1/2"X821/2" EXT.HINGED -SIMPSON H2.5 TIES(OR EQUAL)AT ALL RAFTER S'r v 1 PN �I- �q - I 0� 4'-0'X4'-0" D02 5068 RH OUTSWING FIREGODE 1 34 1/2';X82 1/2" t`!I.HIFIGED TO PLATE CONNECTIONS. .` _---_---_ \ \\\ __- -- \\ -SHEETROCK: LARGE SHEETS HORIZONTAL - ----- -APPROVED WIND BORNE DEBRIS PROTECTION FOR X ` LINE OF LOWERGATHEORAL GLG GLAZED WINDOW OPENINGS.WINDOWS: PROVIDE �� I 4'_0„ APPROVED GLAZINGOR1/16"MIN THICKNESS PLYWOOD SHUTTERS PRECUT TO COVER G LAZED �X m i OPENINGS.1-10"#85CREW5Q 12"0/6 OR PER wc, o EXISTING DECK TABLE R301.2.1.2 v 5KYLT OVER I ry 1T-1 T'X 12'-4" 1 THIS STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE NITH THE AM GAN FOREST&PAPER { SI __--- I ASSOCIATION(F&PA)WOOD FIRAME CONSTRUCTION _4 5 0 5'-3" 6'-9" CRITICAL ALIGNMENT: MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS r `O 15KYLTOVER 1 - �9. (2)2X8 HDR ALIGN TOP OF SHEATHING WITH LIVING I - W/DBLJACKS- — EXISTING ROOF SHEATHING rwFGM) 21'-0"X 19'-6" I -O-- DINING LIGHT,VENTILATION&HEATING:(R303) cv = * .u+-:.f .<. _ \\\ .\\ \\\ _______ _______ .\\\\\\\\\ Window gle ing in each room to be B%of floor area(R303.1) t I 11'-10"X17'-4"__ Vent lahon area for each room(window openings)to be 4%of Boor CATHEDRAL CEILING v EXISTING,NO GHANGES N :o WOOD FIREPLACE ` U 1p ar a(R303.1)or mechanical ventilation per section M1501. r DETAIL NOT SHOWN 'cGRE55:(Rant) [-PEAK iv PE R CODE p '�I T means of egress located as remotely from each other as lot practical.(R311.1&R311.2) rt 1 ------ a I I �1� ImI; Emergency egress In sleeping room require a minlmum area of 5.1 sq. 5KYI I I I - N� ENTRY 6 REMOVE WINDOW ft.cr dh&sh- SKYLT OVER / =F''"/- 3.3 sq.ft.with a minimum opening of 24'X 20'In either direction. ., 3'-O"� I .o m I I 11'-11"X 12'-0" SHOWN DOTTED, (R31o.t.1.R310.1.2&R310.t.3) - / F _ ADD DOOR STAIRS:All stairs to be Installed per section R311.7. __�_ LL Minimum Clear Headroom:6'-B"(R311.7.2) I. SCISSOR ROOF TRUSSES Q 24"O/G PER MANUFACTURER'S SPECIFICATIONS F o Maximum Riser Height:8.25"(R311.7.5.1) �n &CERTIFICATION TO BE DESIGNED TO SUPPORT 30 LB 5NOW LOAD,140 MPH LIVING Minimum Tread Width:9"(R311.1.5.2) WINO LOADS&ONE LAYER OF 1/2"BLUEBOARD&PLATEE R Q The greatest riser height within any flight of stairs shall not exceed l X 18'-6" sma- the llest re mo than 518'(R311.7 5 1) N _ o Handrails shall be provided on at least one side of the stair(R311.7.8) GUARDS:(R312)are required on all open sides of walking surfaces, q including stairs,ramps,porches,balconies or floor surfaces located FRAME&SHEATHE MAIN ROOF. OVER- I� more than 30"above the floor or grade below.The guard must not x Y FRAME ENTRY ROOF ON TOP OF MAIN be less then 36"In helgh9(R312.1.2).A'guard that serves es a q v ROOF&2X12 BEARING PLATE m q m handrail shall have a height between 34"and 36".(R312.1.2)Guards _ {I I + shall not have openings that allow the passage of a 4 3/B"sphere,.or a ,i - 3'-9"= 5-9" 2'-10 _4'v a (3)1-3/4 X 9-1/4 LVL - WALL TO EXTEND TO the m thtread end bottomla�lo 1.opening at3 a side of the stair formed wm OFFICE HDR"013L JAGK5 UNDERSIDE OF RAFTERS --'�-- -' '- - i' - {. _ ____ / WINDOW FALL PROTECTION:(R312.2) I = - ----------- '-^` Whdere the top of a sill Is located less than 24"above the Finished floor o 11'-0"X 10'-8" 'A BATH �n Og i REMOVE WINDOW I - an FLAT CEILING W/D S'-3" 6'-9' SHOWN DOTTED greater than 72"above the finished grade(or surface below)the operable window shall comply with R312.2. pt ry B'-3"X 5'2" ,-1 I I FIRE PROTECTION:(R302) I1I iCOVERED DECK " Attached garagesand carports(R309): -- _ T :' o Garage entry ways to the house must be rated for 20 minutes and w r 11'-10"X3'-11" labeled(R302.5) �^ 312XIO BM,CASED ENTRY Not less then one layer of 5111"Type X board for separation of garage m 1 7 6.h/ - )' - ----✓ ---� EXISTINGWALL5 to house(R3o2.b) I 5HOWN HATCH E D 7'-2"X 1 1-A" Floor surface must be of an approved nonwmbustble surface. 2668 t �' 11 \ EXISTING,NO GHANGES -- - - ,DBL 2X4 WALL, - \\ \\ \ \ \\ -- GLO5ET d DETAIL NOT SHOWN Floor assemblies not using dimension lumber or structural composite 11'-B"X 7'-9" d lumber equal to or greater than 2"shall be protected.(R302.13) t FIRE-BLOCKING:(R302.11) "; 11-B" 4'-0 1/4"� 12'-3 3/4" I DECK&STEPS TO \\\\ __ __ ___ \ / Vertically at ceiling and floor levels at structural Intersections. { I I _ GRADE PER CODE ! In concealed walls along the stair stringers and at me bottom and top !�ff11 a II _ FLAT CEILING Y ), ry At openings around vents,pipes,ducts•and wires at telling and floor - U ---- level,with approved matelots to resist the free passage of flame and It I �'' 12--0" \ ----- \ j products of combustion. N _ CHIMNEYS:(R1001) X p 1 L No structural framing members shall be within 2"of masonry chimney � _.�- m� I S d ( All spaces between chimneys and Floor and ceilings mrough which , I J PEAK LINEN 5'-6 chimneys pass shall be fire blocked with non-combustible matelot q 1 I „ GAB I I I / securely fastened In place. = I1. - TILE 5HR ry if - - WALL GON5TRUCTION:(R601 and R602) BEDROOM �' \\\\ �uBracin Requirements o 60"YAN ITV 5'-0"X 4'-0" ( gper section R602.10(bracing methods be mixed)or Simplified Wall Bracing per section R602.12. 1 15'-0 X 14-4 GIASS ENCLOSURE " ' " I .R Bracing Requirements based on wind speed per Table R602.10.3(n) 0 I I CATHEDRAL CEILING I I __ Bratpa,%g method-conti Method GB (G5-Wells. exterior walls I I per Table R602.10.4,Method GB for Interior urails. Intermittent bracing per Table R602.10.2. FALSE FRAME ry I BATH Braced W9II Panel Construction Method for walls with large openings GABLED GLG .�P� such es garages(R602 10 6) b'_7"X T-10 FRAMING:(R501,R601,R101 R801&R901) "p LINEN '� Girder spans and columns must meet requirements of R602.1 and I •� GAB FLAT GEILI N65 O I Sp SMOKE DETEGTOR Table R602.7(1)or R502.5(1). - _ Header spans&number of lack studs required(Table R502.5(n)and �%, - ---- -- a-. -PHOTOELEGTRIGTYPE SMOKE DETECTORS LISTED R502.5(2)) (3)2Xb HD R BETWEEN WINDOWS, 1" IN ACCORDANCE WITH UL21.70R UL265 LOCATED EXTERIOR DECKS:(R501) -,.� 0 - ATTIC ACCE55:Opening shall be no less than 22 x 30",for spaces o PER780 CM R314,OR PERLOGAL OFFICIAL TRIM AS SINGLE UNIT greater then 305E with an unobstructed headroom of 30 (RBOZt) I r`+ -ALL UNITS HARD WIRED WITH BATTERY 01 Imo.- - ROOF VENTILATION:f clear - --- ------ --- STAND-BY POWER One square foot of clear ventilation Is required For every 750 square ONE EACH IN EACH SLEEPING ROOM faetoFatticarea. I' IN THE IMMEDIATE VI GI NITY OF BEDROOMS Exterior Wind Wash Barter Is required to be Installed where the -WITHIN 5 OF A DOOR TO BATH CONTAINING A 5HR OR TUB rafters and ceiling joists meet the top-tarior wall plate. 8'-0" 8'-0" 5'-9" 6'-3" -NEAR ALL STAIRS ENERGY EFFICIENCY:Chapter11 Building must meet or exceed the requirements of the 2015 IECC. -ON EACH ADDITIONAL STORY(B5MT,HABITABLE ATTICS) 16'-0" 12'-0" 12'-0" -FOR EACH 10005FOF AIR EAOR PART THE REOF _ JOHN WAL ANTl5 GO CARBON MONOXIDE DETECTOR r 11 G I ATT I N O O E 51 G N 85 GRY5TAL RIDGE ROAD The engineer's stamp on this drawing qualifies the structural design onlyand assumes that the found atiordfooting bearing surface Is -ONE ON EACH STORY INSTALLED&MAINTAINED ®® 312 Chicopee Row,Groton,MA 01450 GOTUIT,MA undisturbed,orpmperkj compacted,non-organic soli with a minimum bearing allowable of 3000 P5F and that all construction will be BY OWNER PER 780 GMR R315,521 GMR 31.00. Residential Design Services 918-045-2548 performed by qualified craftsmen In accordancewith lhe9th Edition ofthe Massachusetts building Code.All dimensionsand elevations— 245 GMR,&NFPA 720 OR PERLOGAL OFFICIAL' r - -- far design and reference purposes only and should be verified and approved by the Owner,contractor and framer.On site ver'Ihratlon of 1 SENTRY LEVEL PLAN 1/24/18 3/29/18 4/26118 PAGE NO. construction is IiKely required.It Is the contractors or owners responsibilityto employ Phelan Engineering to perform on site veriflcation if HD HEAT DETECTORS l 3/30/18 6/13/18 reuiredordesired. It is also the owner's or contractor's resonsibili to assure that time) 174"=1'=0" 3/l/18 5/17/18 6/18/18 20F7 , q p dJ y notification site of the project progress is provided so 3/15118 that adequate on site engineer presence is obtained.Liability is severely diminished if engineer on site veriFication Is not performed.In -ONE PER ATTACHED GARAGE PER 4/18/18 addition.-thing In thic statement relieves the contractor of his'her responsibillRj regarding the provisions of 7B0 CMR 107. - 7B0 GMR R314.5,OR PER LOCAL OFFICIAL s" WIDE FLANGE STEEL MEMBERS SHALL CONFORM WITH A5TM DO NOT SCALE DRAWING5.ALL DETAIL5TO MATCH A992(FIf50 K5I)AND H55 MEM BE R5 A5TM A500-6RADE B. EXISTING.ALL WORK TO BE DONE IN CON FOR MANGE 12'-0° - 160 GMR MASSACHUSETTS STATE BLDG CODE 9TH ALL 5TRUGTURAL STEEL SHALL BE DETAILED,FABRICATED& EDITION. 5-1/4 X 1 FSL POST.PROVIDE(2)5/16"HOLES IN BOTTOM ERECTED WITH THE LATEST A.I.5.6.SPECIFICATIONS. BUILDER TO VERIFY ALL DETAILS AND DIMENSIONS. FLANGE OF STEEL BM FOR FASTENING"TIMBERLOK5. TH15 PLAN 15 COPYRIGHTED BY GIATTINO DESIGN AND PROVIDE KING STUDS OR SIMILAR EACH SIDE OF BM _ _ SHOP DRAWINGS SHALL BE SUBMITTED TCJ1-HE ENGINEER OF 15 PROVIDED FOR AONE TIME BUILD. el A i REGORD FOR REVI EIN&APPROVAL. IT HAS BEEN ESTABLISHED THAT THI5 BUILDING IS 18'-0" 10'-0" 4 r LOCATED WITHIN 1 MILE FROM THE COAST AND 15 o SLOPED STAIR LINE OF DECK OVER _ LOCATED IN ZONE B. OPENING —-—————— I-(2)2Xb JAGK�.� "WIND BRAGING REQUIREMENTS: +-- HOLD DOWNS(OR EQUAL) 0'-51/2" 2,1 IJ 10 0" -2X6 WALLS ' UPII I STAIR R. 4 -MINIMUM 24"OVERLAP ON ALL TOP PLATE SPLICES. -1/2"COX PLYWOOD SHEATH ING: HORIZONTAL FULL _F COLUMN GAP&BOTTO y — o 6 SHEETS CAPTURING T TOP PLATES,MINIMUM 6"ONTO 6 STUDS.SILL BEAM TO STUDS,AND MINIMUM 8"ONTO COLD LA CA COLUMN M PLAN i W PLYWOOD SEAMS.UPPERSTUD. HORIZONTAL BLOCKINGATALL O 2X6 WALLS(R 21) v I I - I I -ALL RIDGE RAFTERTO RAFTER CONNEGTION5 TO s' III. o BIT _ HAVE SIMPSON 0522 COIL STRAPS Q 32"(OR EQ). NOTCH 14" M. RI TO ILO I I r I 1--LINE OF ROOF DECK OVER m I -51MP50N H2.5 TIES(OR EQUAL)AT ALL RAFTER ON STEEL BM.DRILL PILOT � (3)2X6 {2)2X7 m HOLE BEFORE NOTCHING P05T- - - - - - TO PLATE CONNECTIONS. - I I I X 1 51MP50N HHU5410 HGR I -SHEETROCK: LARGE SHEETS HORIZONTAL TO PREVENT OVE RGUT ———X=— ________ ——————— .�-II———� -APPROVED WIND BORNE DEBRIS PROTECTION FOR m (3)1-3/4 X 14 LVL RIM J5T GLAZED WINDOW OPENINGS.WINDOWS: PROVIDE �(3)2X10 JOISTS I - APPROVED GLAZINGORI/16"MIN THIGKNF55 H554X4X1/4"5TEEL I I PLYWOOD 5HUTTER5 PRECUT TO COVER GLAZED COLUMN OPENINGS.1-1/2"S8 SCREWS Q 12"GIG OR PER TABLE R301.2.1.2 I I I I THIS STRUCTURE TO BE CONSTRUCTED IN A I I I LL1 V ACCORDANCE WITH THE AMERICAN FOREST&PAPER 3 I I I 113 Z A550CIATION(AF&PA)WOOD FRAME CONSTRUCTION d f W I MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS Jrj 'I I I b-- 2X10 JOISTS 16"OIG (WFCM) X w I I I z @'^w RELOGATE ELEGTRIG METER p I.ry J - I ry UO PA'I�G i"—ELECTRIC PANEL o I a~ D01 IGAL LINE IN, o - ILL t�:_REMOYE WINDOW x ��q�X I "' tW-Q w O - m -LJ 5HOWN DOTTED,GUT I I I azv GARAGE to HIV FNDN,ADD DOOR I S� f rc 0 26'-8"X4&'-4" " I rcp - I �I�`� � INSULATE CEILING WITH 9" r�lv�� o I�F� FIBERGLA55. 5/8"TYPE-X r 0 0 1 I vZ I I I WALLBOARD W SAND FINI5H OVER I;.; X F m UTILITY ALL SURFACES PER CODE v a - 10'4"X 11'-4" 14'-0" 14'_0" ------� ® kH0554X4X . GA7/4"STEEL REMOVE WIN DOY4GAS LINE IN 5HOWN DOTTED UMN EXISTING WALL5 SHOWN HATCHED I �W Xs pQ I a I I I 4"GONG.SLAB TO SLOPE -1 I o 0- 2"TOWARD O.H.DOORS •- I I I 6 U) 5D SMOKE DETECTOR ,'V¢ r 1:X X I �� I ry I I -PHOTOELECTRIC,TYPE SMOKE DETECTORS LISTED x IN ACCORDANCE WITH UL211 OR UL268 LOCATED PER 780 GMR R314,OR PER LOCAL OFFICIAL -ALL UNITS HARD WIRED NTH BATTERY _ X I I I STAND-BY POWER �O ONE EACH IN EACH SLEEPING ROOM -IN THE IMMEDIATE VICINITY OF BEDROOMS _ 1 �? I I I -WITHIN 50FA DOORTO BATH CONTAINING A 5HR ORTUB -NEAR ALL STAIRS I I I nM1l EArIJ Ai-If11Tl(1f.l AI tiTOI?Y(RSMT,NARITARI F ATTir.r,) I -FOR EACH 1000 5F OF AREA OR PART THEREOF CARBON MONOXIDE DETECTOR -ONE ON EACH 5TORYIN5TALLED&MAINTAINED Ell BY OWNER PER 180 GMR R315,521 GMR 51.00, 248 GMR,&NFPA 120 OR PER LOCAL OFFICIAL n HD HEAT DETEGTORS t ONE PER ATTACHED GARAGE PER 180 GMR R314.5,OR PER LOCAL OFFICIAL 28'-0" JOHN NIALANTI5 I G I ATT I N O D E 5 I G N 85 GRY5TAL RIDGE ROAD The engineer's stamp on this drawing qualifies the structural design onlyand assumes that the foundation/footing bearing surface Is ®® 312 Chicopee Row,Groton,MA 01450 GOTLAT,MIA undisturbed,orpropery compacted,non-organic soil with a minimum bearing allowable of 3000 P5F and that ail construction will be Residential Design Services 918-445-2545 performed by qua11fied craftsmen in accordance with the 9th Edition of the Massachusetts bullding Code.All dimensions and elevations are for design and reference purposes onlyand should be—IFled and approved by the Owner,contractor and framer.On site verification of 1/24/1 Qj 3/29/18 4/26/18 PAGE NOy construction is likely required.It is the contractors or owners respon sibility to employ Phelan Engineering to perform on site verification if LOYVER LEVEL PLAN required or desired. It Is also the owner's orcontractor's responsibilibyto assure that timely notification of the project progress Is provided so 1/4"=V-0" 3/1/18 3130/18 6/13/15 1 OF.7 that adequate on site engineer presence is obtained.Liability is severely diminished if engineer on site verification is not performed.In 3/1 5/18 4/11/18 6/18/18 add III on,nothing In this statement relieves the contractor of his/her responsibility regard ing the provisions of 750 CMR 101. 4/18/18 .. r \ BEDROOM `DN Co a UTILITY BEDROOM BEDROOM ROOM wr,"ary Ptoo t BATH BASEMENT SECOND FLOOR. BEDROOM TODD WALANTIS oS 65 CRYSTAL RIDGE ROAD COTUIT, MA 02635 co PANS - NAPCD /&3a "ExisrW& KITCHEN S O DINING ROOM OE K OE yLJ rR6 5MOKE-ExeSrlhj& NEW, CLOSET \ _ O -�I W T�►g-SMaKE NL LcJ 5 ARE ' r DN GARAGEflJC06 YE/�T ICTQ� Io�-',OPEAI , I o yi( Nbu, t AigaVE - _ LIVING O ROOM [BATH DEN ® L Xi!;-rd0 S RP-1 NA'PCo XeYP,4 D 1 I FIRST FLOOR 1 i i f P`MO\jSN RD QJ t� v � N a CONC. BOUND CONC. BOUND 96 CRYSTAL RIDGE STARR 5"E ° 4 8 p L SITE BENCH MARK: N1 �3 1 I p. � .00 MAG NAIL IN BERM 0p 0 ELEV.=98.10 � \ IRON PIPE ,,i° - — — — � / o_44j Y I 7P-4 / Io O / TP- l/ 01 \ EXISTING O �} EX SHED TO BE 3DWELLINGM I #85 MOVED AND USED AS POOL HOUSE ` TOF=104.15 122 WHITMAR ROAD �= 0 .15 g5 CAPEN o Lo 00S / PROPOSED I ° ° DRIVEWPY MULCH AREA / m / .26 O� 55 CRYSTAL RIDGE - PROPOSED d _ - - VARGA BEDRO136 WHITMAR ROAD-- - ADDITIOOM - LO�' AR A I ��y / SMITH & CHAN >.O 1 Alcf / z659 PROPOSED POOL FENCE IRON PIPE IRON PIPE GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. PROPERTY INFORMATION LAND COURT: C172867 LAND COURT: 23747—B ASSESSORS MAP/LOT: 56/ 02/ 17 PLAN TITLE: LOT 13 PROPOSED SITE r PLAN PREPARED FOR: JOHN & BRENDA WALANTIS PO BOX 1673 H0' COTUIT, MA 02635 6 a LOCATED AT: 85 CRYSTAL RIDGE ROAD, 0y4� '(�e/0?s � r riP�l. rIV7�P ' 1% COTUIT MASSACHUSETTS ONA DATE SCALE DESIGN ENG. P.E. REVIEW JOB NO. DWG. NO. 5 9 >8 1 = 40 DJM K.W. FS18-001 FS18-001ADD FO � ESIGHT n Z ENGINEERING INC. 00 � 518 COUNTY ROAD (WISHBONE WAY) X N c 0 5/9/18 WEST WAREHAM, MA 02576 ���, TEL. (508) 245-2148 A E�INEER DATE foresight—enginc@yahoo.cam. f DO NOT SOLE DRAWINGS.ALL DETAILS TO MATCH EXISTING. �. ALL 1^IORK TO BE DONE IN CONFORMANCE WITH 180 GMR • ° 51.00 MASSAGHUSETTS STATE BLDG-CODE 9TH EDITION. BUILDER TO VERIFY ALL DETAILS AND DIMENSIONS.THI5 PLAN 15 GOPYRIGHTED BY GIATTINO DESIGN AND 15 .o PROVIDED FOR A ONE TIME BUILD. ALL BEARING POINTS TO HAVE CONTINUOUS BLOCKING DOWN TO FOUNDATION. A 4 o SLOPED STAIR L —_iLINE OF DECKOVER — 5-V4X7 SMOKEll DETECTORS REVIEWED OPENING :P5LP05T I (2uXbJAGK .. - _ IRA." ° A L BUILDING OEPT - UPI � D02 I I STAIR R.O. II � � DARN DA E O 2Xb WALL5(R-21) wI I II o I I . FIRE DEPARTMENT m� I 1 > II I OfI I I�LINE OF ROOF DECK OVER Q (3)2Xb I BOtHSGN4rURESARE REQUIRED roR pE DATE NOTCH 14"LVL BM ( I__ LI1,HGR ————— — POST I RII�JITII�j' TO SIT ON STEEL BM-T[I——-X——zt —— — ———— m (2)1-3/4 X 14 LVL RIM J5T ` 3 I I 1 1 5 r 2X1O JOISTS @ 16"01C I OaMstabie 1314 I I I REL - . Dept, 0 1�_ Approved b . i O I I I ELECTRIC PANEL y• p l = a 9 I I D01 ELEGTRIGA E IN I ' z o J I rov I I w m -i�REMOVE WINDOW -�'tY11it I °o I I I H m -i-, SHOWN DOTTED,GUT Z. i I m X I I ) n m FNDN,ADD DOOR oa I II GARAGE 0 26'-b"X 48'-4" p INSULATE CEILING WITH 9" I FIBERGLA55.5/8"TYPE-X @1 m 4 I I I I WALLBOARD lNl SAND FINISH OVER X F U ALL SURFACES PER GODE m '4"X 1l'-4" 14'-0" 14'-0" m . l GPv o '^ 4"TUBE STEEL �.; i�REMOVE WINDOW GAS LINE IN SHOWN DOTTED COLUMN o I EXISTING WALLS SHOWN HATCHED 5p SMOKE DETECTOR ---- I PHOTOELECTRIC TYPE SMOKE DETECTORS LISTED IN I I I I O Q .PER 80 GM ANCE I TH 1 R R314,OR PER LOCAL OFFICIAL AL i -ALL UNITS HARD HIRED KITH BATTERY of ° I II IS w STAND-BY POWER O Z - I I I -ONE EACH IN EACH SLEEPING ROOM O I j I • -IN THE IMMEDIATE VICINITY OF BEDROOMS 4"CONC.SLAB TO SLOPE 2"TOWARD O.H.DOORS -N 3'OF A DOOR TO BATH GONTAI NING A SHR OR TUB NEAR ALL STAIRS O i m X I q i V i Q -ON EACH ADDITIONAL STORY(B5MT,HABITABLE ATTICS) i -FOR EACH LOGO 5F OF AREA OR PART HEREOF i-I I mpa i m •p 11 " y I N I I . GO;CARBON MONOXIDE DETECTOR I -ONE ON EACH STORY INSTALLED&MAINTAINED I I I I 24b CMR,&NFPA 720 OR PER LOCAL OFFICIAL HD HEAT DETECTORS - I II O NE E PER 180 GMR R314 5EOR PER OFFICIAL II . JOHN WALANTIS L o ®® G1ATTINO DESIGN 85GRYSTALRIDGEROAD 312 Chicopee Rau,Groton,NIA 01450 GOTUIT,MA ResidenBA Design Services 9't8-416.2548 LOWER LEVEL PLAN 1124/15 3/29/18 4/2b/18 PAGE NO. 2S p" 1/4"=1'-O" 3/7/18 3/30/18 1 OF 7 3/15/18 4/17/15 4/18/18 DO NOT SCALE DRA iING5.ALL DETAILS TO MATCH EXISTING. - " ALL.WORK TO BE DONE IN CONFORMANCE WITH 180 GMR ej 51.010 MASSACHUSETTS STATE BLDG CODE 9TH EDITION. BUILDER TO VERIFY ALL DETAILS AND DIMEN5IONS. THIS PLAN IS COPYRIGHTED BY 61AMNO DESIGN AND 15 e - PROVIDED FOR A ONE TIME BUILD. e - ALL:BEARING POINTS TO HAVE CONTINUOUS BLOCKING DOWN TO FOUNDATION. LIGHT VENTILATION&HEATING.(R303) Window gleaing in each room to be 896of floor area.(R305.1) Ventilation area for each room(window openings)to be 4%of floor area.(R305.1)or mechanical ventilation per section M1507. EGRE55:(R311) means of egress located as remotely from each other as ANDERSEN WHITE CLAD'A'5ERIE5 WINDOWS AND PATIO DOORS WITH HIGH practical.(R311.1 8 R311.2) ADD 4-GAR GARAGE PERFORMANCE LOW-E4 GLAZING,3-1/2'FLAT EXT.CASING,FINELITE GRILLES, Emergency egress in sleeping room require a minimum.area of 5.1 set. 6-9/16"JAMBS,NICKEL FINISH HARDWARE AND SCREENS: R.oran 8 sh- WINDOW SCHEDULE 3.9 sq.R.with a minimum opening of 24"X 20"in either direction. 12'8" 5'_4" & BEDROOM 5UITE E ABEL (2 Y RIO DESCRIPTION (R31o.t.t.rsto b.2 aell.dp r. DECK&STEPS TO STAIRS:All stairs i-be installed per sectlon R311.7. GRADE PER CODE EUSE EX.C25 2 48"X60 3/8" DOUBLE CASEMENT VERIFY R.O. Minimum Clear Headroom:6'-B•'(R3t1.7.2) Ol ..._.... .... _._.__-.. PWFi030 3 72"X36" FIXED GLASS Mmi umTreadKdth;9.2R31 .1t �5.) GW2040-2 1 48X48 DOUBLE CASEMENT-LHL/RHR .Minimum '"1 h' '( 1 5 ) t GW2050-2 1 48"Xbd' DOUBLE CASEMENT-LHL/RHR The greatest riser height within any Right of stairs shell not exceed i 4 CW2450-L! thesmaest by mom than 515"(R311.7.5.1) Handrails shall be providd on at least one side of the stalc(R3lI.1.b) PW3105O/ 1 104"X60" MULLED LH-FIXED-RH GUARD5:(R312)are requiredon all open sides ofwalkingsurfaces, CW2460-RIndudingnskirs,romps,porches,balwnles or floor surfaces located TAD8810 1 104"X23 514" ARCH TOP FIXED more tha 30^above the floor or grade below The guard must not 1 U-6 112" Ot ROOF DECK b ON 068 L 1 12"X80" EXT.SLIDER-GLASS PANEL be less man 36"in height(R312.1.2).A guard d,at serves as a I ,p 08 91068-4 1 118"X80" EXT.QUAD SLIDER-GLA55 PANEL handrail shall have a height beweer,34^and 36".(R312.1.2)Guards 9'-11"X 9'-D" a1 .shall not have openings tl1d allow the passage of a 4 916"sphere,or a i I j 09 V ELUX F5 506 ' 4 30 ill b"X4b 114" SKYLIGHT 'b"sphere through the triangular opening at the side of the stair farmed 1 ' PEAK I 'El DOWN ONE STEP E 2.t.9 _ 02 t b n D QTY R/O DESCRIPTION W DOW ALL PROTECTION:(R312.2) OOR SGHEDUL IN by th.riser,�d and bottom rail(R31 I I j NUMBER LABEL Where the top of a sill Is located less than 24"above the finished floor LANDING DOt 3068-LHFIREGODE 1 381/2"X821/2" EXT.HINGED d reaterthan 77 above the Finishedgrde(or surface below)the 0 - - 4'-0"X4'-0" 002 2b6B-RH-OUTSWINGFIREGODE 1 341/2,X152IU" EXT.HINGED .operable window shall wmpluumhR312.2. I p I ---'--' -- _- RE FI PROTECTION:(R30) Asa shed garages and carports(R309) 2668_ L —— — LINE OF LOWER CATHEDRAL GLG I Garage entry waysto the house must be rated for 20 minutes and . I 4'-a,-�t labeled.(R302.5) O - Not less than one layer of 5/8"Type-X board for separation of garage to house.(R3O2.6) ;p Floc surface must be of an approved noncombustible surface. 09 5 EXI5TING DECK (rc3o9.,) �_ b ll'_ V X 17-4" Floor assemblies not using dimension lumber or stucturaf r mposik l SKYLT OVER, iv :41 lumber equal to or greater than 7 shell be protected.(R302-13) FIRE-BLOCKING(RW2.11) Verticsity at telling and floor levels at structural Intersections. CRITICAL ALIGNMENT: TH In concealed walls along me stair stringers and at the bottom and top ------ :p ! `° 15KYLT OVER I _ -.-.-__ --_--- --_.-._., -. - ----- -- --------- --- --- - At openings around vents,pipes.ducts.and wires d cellin and Boor ALIGN TOP OF SHEATHING WI ' r^ L lYl N 1 09 i 04 ____ DINING level uA approved materials to resist the free passage of flame and 15TING ROOF SHEATHING I 1 V-10"X 1 T-4" products of combustion. ! `4 2T-0' X 1 rr 1_____J GHIMNEYS:(R7001) ,.. EXISTING,NO CHANGES No structural framing members shall be uAhin 7'of masonry cnlmney CATHEDRAL IL and&'of a rated metal chimney.(R7003.18,R7003.19) I ;p WOOD FIREPLACE J al I DETAIL NOT SHOWN All spaces between chimneys and floor and celiings through which PER GOD E O ;'W: chimneys pass shall be foe-blocked with non-combustible material r -, i-PEAK "p %o securely fastened In place. I 09 I ----- 0- imp WALL CONSTRUCTION:(R601 and R602) I I SKYLT OVER' m I I I N ENTRY ;i 6 REMOVE WINDOW 'Well Bracing Requirements per section R602.10(bracing methods I SKYLT OVER 1 ~ SHOWN DOTTED, can be mbred)or Simplified Wall Bracing per section R602.12. I `n B' 11'-.11"X 12'0" BBred Requirements based on W nd speed per Table R602.1 n.3(1) � ADD DOOR ng Bredng method-continuous sheathing(G5-WSP)for oderior wells - 9GI55OR ROOF TRU55ES @ 24"OIG PER MANUFACTURER'S SPECIFICATIONS F of q :per Table t bracing per GB for Interior0.2. walls. 8 CERTIFICATION TO BE DESIGNED TO SUPPORT 3D LB SNOW LOAD.140 MPH Q o LIVING intermittent bracing per Table R6Method. WIND LOADS&DE-516 ED OF ill'SUPPORT 30 LE S&PLASTER ,Burred Well Panel Corrtruction Method for wells with large openings ONE Wq'� 1?'-l"X 18'-b" :each as garages(R6n2.to.6). FRAMING:(R501,R601.R701.Rb01 8 R401) o tV ._ __:. GIMu spans and columns must mad requirements of R6021 and ._. ... __.-.._... .... _. _. .-� _.... _._ _. _..._. ....__._._. _ Table RW2.7(1)or R502.50). 0 N FRAME&SHEATHE MAIN ROOF. OVER- lJ Head.5(2))spans 8 number ofjecksWds required.(Table R502.5(1)and (/FRAME ENTRY ROOF ON TOP OF MAIN RSO DE 0 ROOF 8 2X12 BEARING PLATE �m� I, EXTERIOR DECKS:(Ring) ATTIC ACCESS:Opening shall be no less than27 x 90",for spaces '-0" (3)1-3/4 X 9-1 f4 L VL WALL TO EXTEND TO greater than 305F with an unobstructed headro of 30".(R6011) 2'-10' HDR"DEL JACKS UNDERSIDE OF RAFTERS ROOF VENTILATION:(R801) =2668: ___ ___JA__ One square foot of dear ventffation is required for every 150 square - REMOVE WINDOW feet of attic Brea. Exterior Wind Wash Barrier Is required to be installed where the i ,rap BATH in 0H 5HOW N DOTTED rafters and ceilino joists meet the top exterior well plate. i v _ q„ ' .oil F ry 8'-3"X 5'-2" m I ENERGY EFFICIENCY:Chapter 11 u COVERED DECK Buflding must meet orexceed requirements q ementsoftne20151ECC. :il2X10 BM,CASED tO STING WALLS ENTRY D;SMOKE DETECTOR EXI SHOWN HATCHED 11-2"X 11'-4" 0 2668 KT �! ry EXISTING,NO CHANGES =PHOTOELECTRIC TYPE SMOKE DETECTORS LISTED RR -- ` - IN ACCORDANCE WITH UL211 OR UL265 LOCATED _ __I_ DEL 2XA VIAL -- - - ` DETAIL NOT SHOWN PER___;_ CLOSET �� R 180 GMR R314.OR PER LOCAL OFFICIAL - 1 V.D.,X T-q.. j J -ALL UNITS HARD WIRED WITH BATTERY 4'-0 1l4"y i DECK&STEPS TO ` -- -- --- 17-3 3/4" GRADE PER CODE STAND-BY POWER ONE EACH IN EACH SLEEPING ROOM FLAT CEILING iN THE IMMEDIATE VICINITY OF BEDROOMS WITHIN 3'OF A DOOR TO BATH CONTAINING A 5HR OR TUB NEAR ALL STAIRS ON EACH ADDITIONAL STORY(BSMT,HABITABLE ATT!05) -FOR EACH 1000 5F OF AREA OR PART THEREOF g I CO`CARBON MONOXIDE DETECTOR r? I PEAK LINEN y= I I GAB TILE 5HR - - ONE ON EACH STORY INSTALLED&MAINTAINED 1 60"VANITY 5IL X 4'-0" I -'-----' BY OWNER PER 180 GMR R315,521 GMR 31.00, 1 q BEDROOM 1 Dr 248 GMR,&NFPA 720 OR PER LOCAL OFFICIAL I in 15'-0"X 14'-4" F. I GLASS ENCLOSURE " 02 CATHEDRAL CEILING HD HEAT DETECTORS I m I10 1 FALSE FRAME N I I BATH -ONE PER ATTACHED GARAGE PER GABLED GLG b'-7"X l'-10" O 180 GMR R314.5,OR PER LOCAL OFFICIAL v LINEN GAB FLAT CEILING 1 JOHN WALANTI5 f... - 1ATTINO DE5 GN 85CR1'5TALRIDGEROAD j (3)2Xb HDR BETWEEN WINDOWS _ _ 03 o TRIM AS SINGLE UNIT -- - v 312 Chicopee Row,Groton,MA 01450 COTUIT,M A Residential Design Services!978-446.2548 ENTRY LEVEL PLAN 1/24l18 3l29/18 6128/18 PAGE NO. 1/4"=1'-0.1 511/18 3/30/18 2 OF'i 3/15/18 4/11/18 •a •r - • - r r • I r - •' - r - I r r r• • • r I iu_u_f_____________-_____ -- — —_. ........A11 wasso ::ON Nis 0 :011110 MIN IBM 1:01512 MEN I go 11 oil -- - - - -rz.�r,���r.-�� I■1 �©� III 11�I — _ — _ _ __ MEE I --■■■■■■■---i► -/ GI f i i-inns i--�-- ��o�■�iiii■i�i■�i.■.■mei..mammon..... �-���a�-�u..mummiiu■■rr�a�rr-��r-uu■u■I . -• .. 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' ALL WORK TO BE DONE IN CONFORMANCE WITH 180 GMR 51.00 MASSACHUSETTS STATE BLDG CODE 9TH EDITION. BUILDER TO VERIFY ALL DETAILS AND DIMENSIONS.THIS PLAN 15 COPYRIGHTED BY GIA7TIN0 DESIGN AND 15 PROVIDED FOR A ONE TIME BUILD. ALL BEARING POINTS TO HAVE CONTINUOUS BLOCKING DOWN TO FOUNDATION. ADD 4-GAR GARAGE &BEDROOM SUITE EXISTING I I 8:12 EXISTING EXISTING ® DETAIL NOT SHOWN CRITICAL ALIGNMENT: tE"W HITE CEDAR ALIGN TOP OF SHEATHING WITH SHINGLES.5"MAX FXP05URF EX15TING ROOF SHEATHING IXISTING I 02 II 0 O7 I LINE 5T01N6 EXISTING TAOTSHON Hill �W10 IX W _. 2%b NAILING PLATE 4"TLsE STEEL 4 COLUMN GRADE PER CODE I u I I�i BACK ELEVATION I GUT RUBBER ROOFING AT DECK POSTS, 10:12 EXISTING DOOR CREATE COLLAR AROUND SUPPORTS 10:12 DECKING P.T.2m I 10:12 EXISTING P.T.2X4 HDR, RUBBER ROOFING TAPERED RIPPED TO 1" (WRAP UP WALLS&. SLEEPERS P.T.VA HDR, I UNDER DOOR 511-1-5) RIPPED TO 2 112" EXISTING - 3" RIP EDGE 'v ^ v P D.T.2X4 HDR, 1G"WHITEOEDAR 2X10 JST5 o RIPPED TO 1" 5HINGLE5,5-MAX EXPOSUREflin 16°OlG 3/4"78G PLY VENT SPACER P.T. 2X8 HDR J5T HGRS ~ 2X8 J5T5 QM16"OlG BLOCKINCKIN G 1X12 TRIM, FEE RIPPED RIPPED E%15TING J5T HGR5 O.H.DR 1 X12 TRIM, REMOVE GARAGE DR CLOSE �r ��NOPENING,ADD NEW DR O (2)1-3/4X GL.OSED-CELL RIPPED 14LVL5M POLYURETHANE I INSULATION(R-38) i 2Xb WALL 1/Y'SHEATHING ROOF DECK j 0 ' ALL EXTERIOR TRIM TO BE PVC rr JOHN WALANTI5 RIGHT ELEVATION �® G 2ATTINO DE$I�GN 85GRYSTALRIDG;=ROAD Chicopee Row,Groton,MA 1450 GOTUIT,MA Residential Design 5eml— 9T8-1448-2548 BACK&RIGHT ELEVATIONS 1124/18 3/29/18 4126115 PAGE NO. 3/50/18 3/15116 4/17/15 4 OF 1 4/18/18 DO NOT SCALE DRAWINGS.ALL DETAILS TO MATCH EXISTING. ALL WORK TO BE DONE IN CONFORMANCE WITH 750 CMR 51.00 MASSACHUSETTS STATE BLDG CODE 9TH EDITION. BUILDER TO VERIFY ALL DETAILS AND DIMENSIONS. THIS PLAN 15 COPYRIGHTED BY GIATTINO DESIGN AND IS PROVIDED FOR A ONE TIME BUILD. ALL BEARING POINTS TO HAVE CONTINUOUS BLOCKING DOWN TO FOUNDATION. LUMBER STANDARDS: 2X ,MEMBER5: #2 OR BETTER 5-P-F Fb=1000 P51 E=1:3X10 6 P51 1-3/4X LVL MEMBERS: Fb=2600 P51 E=1:9X10 6 P51 Fv=285 PSI LATERAL SUPPORT 15 REQUIRED AT POINTS OF BEARING,AND ALONG TOP EDGE OF BEAM. MULTIPLE MEMBERS TO BE FASTENED IN ACCORDANCE WITH MANUFACTURER'S 8'-6" SPECIFICATIONS. I RIDGE VENT..; 1-314 X 14 LVL RIDGE BOARD rl/t"AIR SPACE ABOVE ALL BEARING POINTS TO HAVE SOLID BLOCKING DOWN TO FNDN. 12" SHINGLES&UNDERLAYMENT 1/7 COX PLY 2X10 RAFTERS @ 16"O/C SHINGLES&UNDERLAYMENT WALL TO EXTEND TO r 112"COX PLY UNDERSIDE OF RAFTERSVENT_ • I- i. ' ON LAT SPACER(CONTINUOUS TO EXTEND 2X6 @ 16"OlG 2X8 16 DIGI i INSULAATION(R 49);. 1, _ 17 BEYOND INSULATION FOR 2X10 RAFTERS @ FLAT CLGS.) 1 b"O1G W/3-1/7' AIR DIVERTER(2X8 BLOCKING 4'-0" 13'-0" RAFTER SEAT RIPPED TO ALLOW 2"AIR SPACE) ' SELF-ADHERING BITUMEN CASED (3)1.3/4 X 41/4 LVL 32X10 BM, - INSULATION(R-49):'l;; UNDERLAYMENT TO EXTEND HDR W/DBL JACKS ._ - TO A POINT 24"INSIDE THE 1X35TRAPPING EXTERIOR WALL LINE - @ 16"0101 TYPICAL WALL: 2/2Xb PLATE ,. R DRIP EDGE ® _ SIDING PER SPEC. _ 3-1/2'UN-FACED \ 1X3&1X8 TRIM 7 AIR INFILTRATION BARRIER FIBERGLASS(R-13) 10" ALUMINUM SOFFIT VENT 12"OBB SHEATHING NAILS 1X2&1X&SOFFIT 2X6 5TUD5 @ 1 b"O!G �pI��Epp - 5 112"HIGH DENSITY FIBERGLASS(R-21) 2/2X10 HDR. 1X4 TRIM 0 yl II _ b•MIL.POLY.VAPOR BARRIER b-MIL.POLY.VAPOR II (WALL JOINT5 LAPPED&TAPED BARRIER W/ALL JOINT 2Xb yrgLL P114T&G PLY 12"WALL FIN15H LAPPED&TAPEDUED AND NAILED a' - 3/4"T&G PLY,GLUED = 12"COX �I - AND NAILED SHEATHING DECK FLASH o! - DEGKING �; r: l 2X70JOIST5�•16°OIGI;��'il' l9 FIBERGLASS(R30) . �I 2X_JOISTS __ SIDING PER SPECS. PT 2Xb @ 16"OIG 1 _ AIR INFILTRATION BARRIER 3/PT 2X8 HDR. P.T.DBL.2X6 SILL FIBERGLASS FACED W/FOAM SILL SEALER INSULATION(R-21) I 2X5 WALL Vy/DBL. TOP PLATE 5-1/2"UN-FACED HIGH 12"WALLBOA DEN5ITY FIBERGLASS I II IIN� IIII FINISH FLOG - INSULATION(R-21) M. �� 3/4"T&G PLY, 2Xb ALL o �=Q GLUED AND NAILED Om r W, < 2X_JOISTS i It 2X RIM JOIST e 10"FNDN.WALL " O- "O� ! ! ' ._r'. 212X6 PRE55URE 9"FIBERGLASS TREATED MU05ILL INSULATION(R-30) _ -SILL 5EALER CA5TAWFLAGE --- ANCHOR BOLT 4"GONG.SLAB CONCRETE WALL YVALL 5EGTION 20"X 10"FOOTING TO 4b"MIN. Scale:1/7=1'-0" DEPTH BELOW GRADE JOHN WALANTIS ® G1ATTINO DEIGN 85 CRYSTAL RIDGE ROAD ® 312 Chicopee Rau,Groton,MA 01450 GOTUIT,MA / J� Residential Design Services 970-448-2546 . BEVTION A—!"�/� SECTION A-A 1/24/18 3/29/18 4/2b1?8 PAGENO. 3/8"=V-0" 3/1/18 3/30/18 5 OF l 5/15/18 4/1'7/18 4/16116 LUMBER 5TANDARD5: DO NOT SCALE DRAWINGS.ALL DETAILS TO MATCH EXISTING. ` 2X MEMBERS: #2 OR BETTER 5-P-F ALL WORK TO BE DONE IN CONFORMANCE WITH TAD GMR 51.00 MASSACHUSETTS STATE BLDG CODE 9TH EDITION. Fb=1000 P51 BUILDER TO VERIFY ALL DETAILS AND DIMENSIONS.THI5 o E=1.3X10 6 P51 PLAN'15 COPYRIGHTED BY GIATTINO DESIGN AND IS PROVIDED FOR A ONE TIME BUILD. 1-314X_ LVL MEMBERS: ALL BARING POINTS TO HAVE CONTINUOUS BLOCKING Fb=2600 P51 DOWN TO FOUNDATION. E=1.9X10 b P51 Fv=285 P51 LATERAL SUPPORT 15 REQUIRED AT POINTS OF BEARING,AND ALONG TOP EDGE OF BEAM. RIDGE VENT MULTIPLE MEMBERS TO BE FASTENED IN ROOF TRUSSES @ 24"O/G PER MANUFACTURER'5 AGGORDANGE WITH MANUFACTURER'S SPECIFICATIONS&GERTIFIGATION TO BE SPECIFICATIONS. DESIGNED TO SUPPORT 30 LB 5NOW LOAD,140 MPH WIND LOADS&ONE LAYER OF 1/2" BLUEBOARD 8 PLASTER ALL BEARING POINTS TO HAVE SOLID BLOCKING DOWN TO FNDN. 4 W-0" 14'-0„ ROOF TRUSSES @ 24"O/G PER MANUFACTURER'S SPECIFICATIONS&CERTIFICATION TO BE DESIGNED TO SUPPORT 30 LB SNOW LOAD,140 MPH WIND LOADS&ONE LAYER OF 1/2" BLUEBOARD&PLASTER SHINGLES&UNDERLAYMENT 5/8"GDX PLY W/H-GLIPS - ROOF TRUSSES @ 24"OIG INSULATION(R49), 9" ti 12, } SHAFT FOR SKYLIGHTS 51MP50N H2.5 TIES(OR _ EQUAL),ONE PER RAFTER - - `SIMPSON H2.5 TIES(OR (UNDER WALL SHEATHING) - r—Ir1 - ' EQUAL),ONE PER RAFTER no TYPICAL WALL: (UNDER WALL SHEATHING) II IIII II SIDING PER SPEC. TYPICAL MALL. AIR INFILTRATION BARRIER 1/2"055 SHEATHING SIDING PER SPEC. 2Y65TU05 @ 1b"O/C - AIR INFILTRATION BARRIER _ 5 1/2"HIGH DENSITY FIBERGLASS(R-21) tl2"050 SHEATHING b-MIL.POLY.VAPOR BARRIER 2Xb STUDS @ 16"O/G W/ALL JOINTS LAPPED&TAPED 51/2"HIGH DENSITY FIBERGLASS(R-21) 1/2°WALL FINISH L.POLY.VAPOR BARRIER PVA = �I� WALL JOINTS LAPPED&TAPED 112"WALL FINISH = 0'-5 1 r1" '-b 112 10 i (1)1-9/4 X 9-1A LVL RIM J5T i 0 3l4 T&G PLY -- 3/4 T&G PLY - o GLUED AND NAILS - GLUED AND NAILS FRAME OPENING TO �'.9"FIBERGLA55(R-30) 9 FIBERGLASS(R 30). 1 , 7 :I2X10 JOISTS, 16'O/G ;+ �� , � I %)• I .�H1:I 'I -®. MAINTAIN MIN.6'-8"CLEAR�� PT.2X10 J015T5�16 GI ,�, (3)l-3/4 X 14 LVL HDR W/DBL JACKS A W10X22 STEEL BM kV P.T.DBL.2X6 SILL W10X22 STEEL BM WI (OR(2)1-3/4 X 18 LVL IN FLOOR) 7 2Xb NAILING PLATE W/FOAM SILL SEALER 2Xb NAILING PLATE 4 _ 14'-0" 14'-0„ - 4"TUB STEEL GOLUMNT`L I iti i J — ry 4"TUBE STEEL COLUMN W/ K _ P.T.D5L.2Xb SILL e- 36"X 36"X 12"THICK FOOTING y _ 2X8 @ 16"OlG W/FOAM SILL SEALER K*5 RE-BAR @ 12"O/C EACH WAY,CENTERED m - 5/8"TYPE-X DRYWALL OVER ® ALL SURFACES PER CODE 5/8"TYPE-X DRYWALL OVER 5TAIR5 ALL SURFACES PER GODS I 15 TREADS 'I @ -1 f2'� 10"FNDN.WALL TREADS @ 9" \ 10"FNDN.WALL 4"CONC.SLAB TO SLOPE �` ---- 2`YOWAstD U.H.DOUR 4" SLAB T SLOPE 2"T TOYAOWARD O.H.DOOR 20"X 10"FOOTING TO48"MIN. 20"X 10"FOOTING TO48"MIN. SECTION G-G DEPTH BELOW GRADE :DEPTH BELOW GRADE JOH5EGTION B-B ��® GIRTTINO DESIGN b5C. WALANTIS i 85 CRYSTAL RIDGE ROAD ® 312 Chicopee Raw,Groton,NIA 01450 GOTUIT,MA Reeidenbd Design 5a,i.- 415-446-2546 SECTIONS B-B&C-C 1/24118 3/29/18 4/2b/18 PAGE NO. 30'=V-0" 5/9/15 3/30/18 6 OF'I 3/15/18 4/1-1/15 4/18/18 DO NOT SCALE DRAWIN65.ALL DETAILS TO MATCH EXISTING. • " ALL NlORK TO BE DONE IN CONFORMANCE WITH 780 CMR 51.00-MA55AGHU5ETT5 STATE BLDG CODE qTH EDITION. BUILDER TO VERIFY ALL DETAILS AND DIMENSIONS. THIS PLAN 15 COPYRIGHTED BY 61ATTINO DESIGN AND 15 > - PROVIDED FOR A ONE TIME BUILD. ALL BEARING POINTS TO HAVE CONTINUOUS BLOCKING DOWN TO FOUNDATION. FOUNDATION(R401): Geotechnlcal Evaluation of 5oils: (R401.4.1) Concrete to be no less than 2500 P51(Table R402.2) Foptings to be cast on undisturbed soil.(R403.1) !I No concrete to be poured with temperatures below 32 degrees. Form spreading ties to be broken off and filled with hydraulic cement. Perimeter drains required. 10"FOUNDATION WALL(2500 P51 MIN.)ON 20"X 10" FNDN WALL ELEV.(-)3'-10"TOP OF FNDN FOOTING(2500 PSI MIN.)AT 48"MINIMUM DEPTH STEPS 33" WALL(OR PER SITE) ————— — — BELOW GRADE,OR PER CODE. FOUNDATION WALL REINFORCEMENT: (1)#4 BAR -J+ ° ELEV.(�)3'-10"TOP OF FNDN WALL WITHIN 12"OF THE TOP OF THE FNDN WALL AND r------- "--------1 (1)#9 BAR NEAR THE MID-HEIGHT OF THE WALL of I I I PERTABLE R404.1.1(3) z I I I I ELEWATIONS GIVEN A55UME DOUBLE PRE55URE w ;a TREATED 2X6 SILLS WITH FOAM SILL SEALER. IL1 IISI I •- I m P.T.bXb POSTS A5 REGYD PER SITE W/DEGK ANCHORS PER CODE. in I I FOOTINGS-13I6FOOT FOOTING OR 12"VIA. 4"CONCRETE SLAB(2500 P51 MIN),4"GARAGE to I I I 50NOTUBE(W/1/2"ANCHOR BOLT&PLATE)ON 24"X SLAB(3000 PSI)OR PER CODE. 24"X 12"FTG Q 48"MIN.DEPTH BELOW GRADE(OR 4"TUBE STEEL COLUMN _ _ I a I TO UNDISTURBED SOIL)NOT SHOWN. PROVIDE ACGE55 AND VENTILATION PER com- > I ELEV.(-)V-10"TOP OF 36"X 36"X 4 w I 12'THICK FOOTING VJI#5 RE-BAR FNDN WALL D PROVIDE SUB-SLAB RADON VENTING SYSTEM.Ca 12'OlC EACH WAY,CENTERED i STEPS 33" PERFORATED PVC.PIPE LOOPED UNDER SLAB TOO I I I CAPPED STANDPIPE FOR FUTURE HOOK-UP. e I I I B I I I b S SI 8RJ5 S ,A PIN FOUNDATION TO EXISTING WITH A I I STHD8RJ5 STRAP I I I r ERTICAL I TO EXISTING DOiNELS(�G WALL, ELEV.(-)13"TOP OF FNDN WAL EPDXY GROUT 8"INTO WALL BEAM POCKET FOR I L — ——————— — ------ - I (3)1-3/4 X 11-1/4 LVL BM 1. � • I 12'-0" I EXISTING WALLS I I a ELEVATION'O'TOP I I SHOWN HATCHED :o I `•' OF 5UBFLOOR I CU742" OPENING IN EXISTING FNDN WALL ,O I ELEVATION TOP OF 20"X 10" I ~ I I FOOTING 6.2"BELOW GRADE m ELEVATION'O'TOP OF q EXI5TING SUBFLOOR BEAM POCKET FOR I 1 � _ _ _ I I 4"X4"X 1/4"TUBE STEEL s I I q _ X 11-114 LVL BM—— ——__ BM PER PLAN A, (ASTM A-500 OR H55) ° I ° ELEV.(-)T-b"TOP OF FNDN WALL 7 4"TUBE STEEL COLUMN I I - F�v a I (2)SIMPSON I ELEV.(-)8-10"TOP OF 48"X 48"X 12' I = —— ———— —— —_- I PIN FOUNDATION TO EXISTING WITH 3/4"STEEL PLATE ' I I oI I VL O (A325) '71161,VIA.HOLES .r, (G'5)THICK FOOTING W#5 RE-BAR @ 12" NGDONET@ 8 O STHDR5 STRAPS O/C EACH WAY,CENTERED VERTICAL V• L 2. EPDXY GROUT 8"INTO WALL 1/16"DIA.HOLES TYP.TOP 8 BOTTOM b I I I I I I 4"X4"X 1/4"TUBE P 5/4" 4 1/4" 3/4" 14'-0" 14'-0" I . '" I 12.-0 I _ ——————————— STEEL (ASTM A-500 —— 3/16 5 314" > I I I -----'------- TOP PLATE w I I ELEVATION(-)6 4"TOP 4"X4"X 1/4"TUBE STEEL I • . I OF 4"SLAB @ REAR WALL I I (A5TM A-500 OR H55) ELEVATION 0TOP OF I I P.T.bXb POSTS AS REG PER "DECK 4"SLAB O.H.DOORS O R SITE a c FOOTINGS--81GFOOi FOOTING OR 12"DIA. I I I I 50NOTUBE(W/1P1"ANCHOR BOLT 8 PLATE)ON 24"X 5/8"HILTI KWIK I 4"GONC.S�IAB TO SLOPE 24"X 12""FTC Q 48"MIN.DEPTH BELOW GRADE(OR BOLTS OR EQUAL - 1� 14"STEEL PLATE(G.S.) S I I 4 2"TOWARD O.H.DOORS TO UNDISTURBED SOIL)NOT SHOWN. z I I CENTERLINE OF --11/16"VIA.HOLES ° I I n I I FOOTING OR FNDN WALL " z _ - 1-1/7 Tyr. I I I I BASE PLATE I I I I OA 4"TUBE PTEEL COLUMN > I " I BEAM POCKET FOR I I "1"=1'-0" w I (1)SIMPSON 5THDbRJS STRAPS, MOM STEEL BM (1)1/2"X 12"J-BOLT ANCHORS, ————————————— ONE ADDITIONAL ANCHOR BOLT " JOHN WALANTI5 in I I O SIDE WALL 12"FROM CORNER I " _— ———— ————— — G 1ATT I N O D E51 G N 85 CRY5TAL RIDGE ROAD — I COTUIT,MA tv ® 312 Chicopee Row,Groton,MA 01450 Residential Design 5emces 9Y6446-2549 FNDN WALL5TEP W FOUNDATION PLAN ELEV.(-)13"TOP OF FNDN ALL 1/24118 3/2q/18 4/26/18 PAGE No.16'-0.. t2-0" 1/4"=1'-0.. 3/7/18 3130/18 I OF I 3/15/18 4/11/18 4/16/15 01' !MvIr IPA �11,W.. W. 1 � u ' 1 ' _ f �.+ - - 177 ---------------- to! J ! , t . T f - . t f , � t I ' I . I �. .I — � �.� i r fin.l/�. �YA.I x t �__.`. � ?�,b1r •C�Aw T"k-�.`;J c:!.... C}i St�i t � f -- — —, - •i I �n I _ f 1 I i c} ! I I I i I 1 I 1 - Ir G 'e H ci• 2 PS WTHc _ � t� � -cgj I �- - -- - ��� 00 � {_�1 !..1 1 ',j,f.9i — K \�"L i i � _-__—__•I_.._.. ._I� I R —'- ..__ —..._ .s— .._... _. 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