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0076 JOHN MAKI ROAD
CO D h h �CLk 1 'Rot, 0 UPC 12543 No. 53LOR HO.S. I Commonwealth of Massachusetts E&� Sheet Metal Permit 16 Date: /U �Z t 1 Permit# - 1^1 •- 3 S Y (, Estimated Job Cost: $ ( 7O m E'w' '"' M)ermit Fee: $ Ss— Plans Submitted: YES NO OCT 2 2 2019 Plans Reviewed: YES NO Business License# ( o 1 TOWN O �iiN�TAn�Eense# ( � Business In\\formation: Property Owner/Job Location Information: Name: 14re— S Name: ��� l (4� Street: Street: -r?-d 1 " 1n-4 i City/Town: City/Town: Telephoner Telephone: Photo I.D. required/ Copy of Photo I.D. attached: YES ✓ NO �;�' Staff Initial J-1(�"nrestricted license J-2 /M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family—,/ Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq. ft. w over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: (J je pZ� s 1r if e�- ti INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L. Ch. 112 Yes tSil No❑ If you have checked Yes, indicate the type of coverage by checking the appropriate box below: A liability insurance policy ❑ Other type of indemnity ❑ IBond ❑ 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 waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box 1 hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and j 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 Laws. / Duct inspection required prior to insulation installation: YES NO ✓/ Prop-ress Inspections Date Comments Final Inspection Date Comments Type icense: By Master Title ❑ Master-Restricted City/Town ❑Journeyperson Signature of icensee Permit# ❑Journeyperson Restricted License Number: to Fee$ ❑ Check at www.mass.gov/dpl Inspector Signature of Permit Approval Aco® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYY1� `� 10/21/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NAME Cheryl L.Hollis C.L.HOLLIS INSURANCE PHONE Ell: (508)295-9500 A/C No: (508)295-9898 140 Marion Rd E- A L the Ilea insurehollis.com ADDRESS: ry INSURER(S)AFFORDING COVERAGE NAIC A Wareham MA 02571 INSURER A: Travelers P+C Of America(v) 25674 INSURED INSURER B: Travelers Cas Ins America(v) 19046 DIRT Heating&Air Conditioning,Inc. INSURER C: Travelers P.O.Box 666 INSURER D: Twin City Fire Insurance Co 29459 INSURER E: Buzzards Bay INSURER F: COVERAGES CERTIFICATE NUMBER: CL198705068 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AWLIbUbli PO IC EFF POLICYEXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE FX OCCUR PREMISES Ea occurrence $ 300,000 MED EXP(Any oneperson) $ 5,000 A 008N596752 07/18/2019 07/18/2020 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ 2,000,000 X POLICY JEa LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident ANY AUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED BA9M9013841 07/18/2019 07/18/2020 BODILY INJURY(Per accident) $ AUTOS ONLY X AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000.000 C EXCESS LIAS CLAIMS-MADE CUP-009M905113 07/18/2019 07/18/2020 AGGREGATE $ 1,000,000 DIED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY ST X Y/N ATUTE ER D ANYPROPRIETOR/PARTNER/EXECUTIVE N/A 08WECTK6573 09113/2019 09/13/2020 E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDE09 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN TOWN OF BARNSTABLE ACCORDANCE WITH THE POLICY PROVISIONS. 200 MAIN STREET AUTHORIZED REPRESENTATIVE HYANNIS MA 02601 - ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD QN The Commonwealth of Massachusetts Deparbnent of IndunWdAccidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass gov.— Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leizibly Name(Business/Organization/Individual): Address: Z I City/State/Zip: w e Me, 02_5 3 Y Phone#: ,5-08— -3� Y//9 Are yo an employer?Check the appropriate box: Type of project(required): I.[ I am a employer with-_6 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' t 9. Q'�uilding addition [No workers' comp.insurance comp.insurance. required] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy idbrmsticm 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 subcontractors 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 employee.. Below is the policy and job site Information. Insurance Company Name: t 1r 1' 5 I n G 0 Policy#or Self-ins.Lie.M E M '1 © 1 a 1 Expiration Date: �— ( 3 Z U Job Site Address: J a� y_l G / City/StatelZip: r 15/Z-6 I r Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify n the pains and penalties of perjury that the information provided above b true�/rorrect Signature: Date: f 0 2 l Phone Ojj?eial use only. Do not write in this area,to be completed by city or town o,()`iciaL 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 M Information and Instructions v Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an e►Floyee is defined as"...every person ih the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings In the commonwealth for any I applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public-work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLQ or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insusnce. 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 pennit/license applications in any given year,need only submit one affidavit indicating ccnivnt 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 firt re 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 bike to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 0►ffee of Investigations 600 Washington Street _ Bostw%MA 02111 Tel.#617-727-4900 ext 406 or 1-877MASSAM Revised 4-24-07 Fax#617-727-7749 www;maw.gov/dia ' Town of Barnstae i , Reguiatory Services Thomas F.Gefler,bisector., Bmldln9 Division Tom PM7M BMIdhg dmmbsioner 200 Magi Street.gym,MA 0260I wWw:towmbamstable.ma.us Office: 508=862-403 8' Fax: 508-790-5730 Property.OWner Must Complete and Sign-This Secti.otz UM—mgA.Builder ,•as Owner of the subjectp=perty here azrthorize J�t-k-e to art on ray beb.4 . in e}i matters relative to work anthotized by this bu�Idiagpermit. (Address of Job) Pool feces and aTatyms:ate the:tesponMbilitp of the appiicallt. Pools are Aqt to be filled.before fence is'installed and poole ate not to be ntilize .unttl:all ftnalinspections ate petformed d acre ted. P triro'of Owner. e fApplirt Print Nate e :M Print Name Data Q-F0R]&-0s0rF0ois r ' I Y,I�1��Of�Q rT 9t�9�H�6Ua0 e0S Y1- " tl't _.. .r X359t_ 9Zk,-CLSZO VW`WVH38VM nn. { pp f t 1 Q8f133N.LV3HVtS40 "�* E C E'Lt(fLG'CLtE Of t�0nz12LEt!o.n llr,13Rfm E, ! �y'-_�13QQ_� rt t `/!ul rt to carcti�y that + ' r V l 1 (���f••,,28'- 3N�atf , rryr�faa-`� A, � � • -`times M Diede � „ - VGIhaWing' �. fr86h�40/YD '.� /£e/ ug{ya; EPA Approved ttab deer CPJctt�ted al.^6 September 30,1993•ll 999ZZ06ZS- !LW/61/ S •Y �;aaewnN _ at nr Technician TYPE UNIVERSAL L` t`3•` ` SV 2308147. 8/11/2011 t, ceNlkate Number Date President VGI TralNng ON- tv0809 '°' "a Z/BZfbo` t �o 9990•Z£S 0 vw r,kve SaNvmne !JNI1v3H INN i I 999 X08 Od T s', r� ; 3a31a w S3wvr m �rs•��`� a 31018!S9NNI1-ti31Sb►W, £^ 3SN30J71 ONIM01103 3H1 S3f1Ssi .: z �Z ;�t S213�210M1v13W 133HS b O:aH111,013 '" I .1 O uz. .o a }' S113S(IHVISSHW =10 Hl'lt/3MNOWWOa `8 ' .� Town of Barnstable Building �wuvsrnetE - 1.Post This.Card So That it'is Visible From the Street.-Approved Plans Must be Retained on Job and this Card Must be Kept MAM Posted'Until Final Inspection Has Been Made',. .._ ;.v 1639. Where Ia,CeFtificate of Occupancy is Required,,such Building shall•Not be Occupied,unti[a,Final Inspection has'been made. Permit Permit No. B-18-2019 Applicant Name: DEAN F. STANLEY Approvals Date Issued: 07/24/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 01/24/2019 Foundation:01S, 6�,S Location: 76 JOHN MAKI ROAD,WEST BARNSTABLE Map/Lot: 217-020-XO3 Zoning District: RF Sheathing: e: D Owner on Record: HAMBLIN,PAUL A Contractor Nam AN F STANLEY Framing�{{[[ 3 Address: 76 JOHN MAKI ROAD Contractor License: CS=035037 2 WEST BARNSTABLE, MA 02668 Est. Protect Cost: $40,000.00 :ChimneY Description: CONSTRUCT-SUNROOM. SCREENED PORCH AND DECK AREA Permit Fee: $254.00 � Fee Paid: $254.00 Insulation: Project Review Req: i Date: . 7/24/2018 Final Plumbing/Gas Rough Plumbing: �\Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. i , 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 and shall be maintained open forpublic inspection for the entire duration of the work until the completion of the same. ii Electrical t. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials_ are provided on"this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing L Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: t 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: f 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. SirtZ Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting 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 �V* Town of Barnstable Building Post This Card So,That it is Visible From the Street-.Approved Plans Must be'Retained on`Job and this Card Must be Kept M"S% P Posted.Until Final Inspection Has Been Made.' Permit 163P 1S' mac+'' Where a Certificate of.Occupancy is Required,such 6uildingfshall Not be Occupied until! Final Inspection•has been made:. Permit No. B-18-2019 Applicant Name: DEAN F.STANLEY Approvals Date Issued: 07/24/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 01/24/2019 Foundation: Location: 76 JOHN MAKI ROAD,WEST BARNSTABLE Map/Lot: 217-020-XO1 Zoning District: RF Sheathing: Owner on Record: HAMBLIN,PAUL A Contractor Name: DEAN F STANLEY Framing: 1 Address: 76JOHN MAKI ROAD Contractor License: CS'035037 2 WEST BARNSTABLE, MA 02668 ( Est. Project Cost: $40,000.00 Chimney: f y: Description: CONSTRUCT-SUNROOM.SCREENED PORCH AND DECK AREA Permit Fee: $254.00 r Insulation: Fee Paid:? $254.00 Project Review Req: Final: Date: 7/24/2018 Plumbing/Gas - Rough Plumbing: �— -~ ^- "\Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after;issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the'approved construction documents for�which�this permit has been granted. 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 and shall be maintained open for,public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate f c rt cate o Occupancy will not be issued until all applicable signatures by the Building and Fire Officals are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: r 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation P 7.Final Inspection before Occupancy Low Voltage Final: 4 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: "Persons contracting 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 AmUcafion N=bcr.R 0 PennitFee..............................................Other Fee......................... MASIL 03 Mla3UILDING DEPT ToW Fee Paid............................... .............................. ...... TOWN OF BARNSAMT- 2018 Permit Approval by.................................Oa........................ ................................On ......................... 0 -.- Yo \ BUILDINGPf 8A RKSTA11LE .......................Par"L....6a............................... APPLICATION Section 1 — Owner's information and Project.Location Project Address 7 0 icza,,Aj M.4Y-j. Village ownersName PA I) -UAAAt3bV Owners Legal Address -76 400Aj AA (e--1 2-n ZipC State A Owners Cell.# Ck3\E-mail Y4 A c7 Co0-4si Section 2—Use of Structure Use Group_ Fi commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Shoe/Two Family Dwelling Section 3—Type of Permit EJ New Construction F1 Move/Relocate F1 Accessory Structure . D Change of use ❑ Demo/(entire structure) FJ Finish Basement [I Family/Amnesty El Fire Alarm Rebuild ❑ Deck Apartment El Sprinkler system &Addition ❑ Retaining wall E] Solar 0 Renovation El Pool D Insulation Other—SpecifySection 4-Work Description d)a A-U C-k - T-R.qt nndate&219/2019 ;�.. Application Number.................................................... Section 5—Detail Cost of Proposed Construction A,c.0,©c d Square Footage of Project C,Z;_ Age of Structure a Dig Safe Number # Of Bedrooms Existing 3 ael5 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 El Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System Masonry Chimney ❑Add/relocate bedroom Water Supply Public ❑ Private a Sewage Disposal ❑ Municipal © On Site Historic District ❑ Hyannis Historic District [],Old Kings Highway Debris Disposal Facility. I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section S—Zoning Information Zoning District Proposed Use S Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed C) Rear Yard Required ' Proposed Side Yard R uired eq �—� Proposed �� 7 Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Lastimdatm 2/9/2018 ' e Application Number........................................... Section 9—.Construction Supervisor Name VG A Pv A_ry LE`I Telephone Number ,-"7 3 7-U Address 35_k LA,PT ^L-k* RvCity <'—(-,VT&eVjLZC State itnr4 Zip License Number (J 3'j 0 3 7 License Type Expiration Date -te1-7-0 Contractors Email 06yanl 35A(P yµtV,,�0.'60 Cell# 20b-13T"0 a o�(P 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 documentatio by 780 and a Town of Barnstable.Attach a copy of your license Signature Date Section 10—Home Improvement Contractor Name �)t tr w 5v tA,r L `( Telephone Number -7 3 7-Q q f 6 Address -�SCL (A, 7L, L 1 j ok4 0 fl city Ce A/Tt_fZ✓1Z1CL State M4 ' Zip 0:1 (0 3 Z Registration Number 1_�Z\Licl Expiration Date I understand 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 documentatio ed by 7 d the Town of Barnstable.Attach a copy of your EU .. Signature Date g-0 I Cr Sec on 11—Home Owners License Exemption Home Owners Name: Telephone Number /�— Cell or Work Number 54<�— 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 re aul d y 780 CMR and the Town of Barnstable. Signature X �'` Date .APPLICANT SIGNATURE Signature Date Print Name -�tA�l�T��\� Telephone Number E-mail permit to: 3 c7 ` K\Y\CD d W� T e..F.....i..a-.7.nInnnlo Section 12—Department Sign-Offs Health Department © Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire deparbnent for approval. Section 13 —Owner's Authorization I, as Owner of the-subject property hereby authorize \� lad S�,r LZI_f to act on my behalfy in all matters relative to work authorized by this building permit application for: !� or�N HIA�I �c�ap tl��sT �3AP-NSTA(3LC— J'^A 6ZUc8 (Address of job) Sign of Owner date Print Name Last wdated:2J92018 1 i Commonwealth of Massachusetts ! Division of Professional Licensure Board of Building Regulations and Standards . Const\,t�cti�r{'S�iSpprvisor ainte Inoy1inn pi1eA ION ti a�oasaapu� ..EJ.::,5.. CS-035037 �g ires: 01/19/2020 r f= dUef!�'1d>?C6S£ y !a!uelg uEaa . zu, 9Lleo8 - Zl _ _DEAN F STANLEY k SLOZ/LO/ZL 6b 359 CAPTAIN-tIJAHRD OLLS al!ng ezeldTed OL CENTERVILLE M � 02633 uo!l `�pr uopelnBald ssau!sng pue sjie;;y aawnsuoD;o ao!;;0 3 f� — �p��-°Tap�� :ol uwnlaj puno;;l •alep uo!lej!dxa ayl ajo;aq Ienp!A!pul Aluo asn lenp!AIpuI Jo;p!IeA uo!leJislBaa 1:1O13VEI1NO0 1N3W3A0HdWI 3WOH =_ Q ✓1 uopelnBay ssaupne v sjie;jv jawnsuoo;o aowo �- Commissioner Town of Barnstable,Planning&Development Department j i Old King's Highway Historic District Committe NAM 200 Main Street,Hyannis,Massachusetts 02601 lJ MAY 2 3 2018 Phone 508.862.4787 Email erin.loeancr,to-,Nn.bamstable.ma.us CERTIFICATE OF EXEMPTION PLANNING& DEVELOPMENT Application is hereby made,with four(4)complete sets,for the issuance of a Certificate of Exemption under Section 6 and 7 of Chapter 470,Acts and Resolves of Massachusetts,1973,as amended,for proposed work as described below and on plans,drawings,or photographs accompanying this application: -��-0 I Date `? Address of Proposed work, Assessor's Map and lot# 0 -X0 i House# Street S,h 0 N 1 f Village: This application is for an exemption of the proposed construction on the grounds that work: Will not be visible from any way or public place ❑ Is within a category declared exempt by the Old Kings Highway Regional Historic District Commission ❑ Other I NScriFtion 11 Prone . 'or): &O U t°✓'e.- `t%W L\ On / S � -0 /zal- Agent U S e or contractor(please print): Tel.no. Address Owner(please print): Tel no. Owners mailing address: Signed,Owner/Contractor/Agent Checklist 0 Four complete sets of the application and supporting documentation 0 $ Filing Fee(see attached schedule) For Committee.Use Only This Certificate is hereby APPROVED/DENWD Date: Committee Members Signatures: APPROVED JUN 132618 Town of u«mstabie Conditions of approval: Old Kings Highway Committee 0K11 Eaenrptioa Form 2017 G I lit I V11ttN I tit: must have ADDITIONAL INSURED Provisions or be endorsed. ils CtK I itlt%A 1 t OF iNyUKANut UUts NU I `ONy l l l u 1 t A�uN l ttA require an endorsement. A statement the policy(!) certain policies may 9 <PRODUCER,AND THE CERTIFICATE HOLDE policy IMPORTANT:If the certificate hsubject to thelder is an ADtp1nnOs and Ic nd(Rt1del Of the p ficate hoiden in lieu of such endorSemt%�t S' it SUBROGATION IS WAIVED, CONTACT FAX NAME AIC.No: on this Certificate does not confer ri his to the certt PHONE PRODUCER UGH INS AIC,No. EMAIL NAIC!t NORTHWOOD ESHBA ADDRESS: 236115 540 MAIN ST INSURERISI AFFORDING COVERA GE MA 02601 IS NsuRERA:TRAVELERS PROPERTY CASUALTY COMPANY OF AMERIC HYANN t 27 JDD INSURER B: INSURED INSURER C: DEAN F STANLEY BUILDING INSURERD: CONTRACTOR INC INSURERS 359 CA PT LIJAHS ROAD INSURERF: REVISION NUMBER: CENTERVILLE MA 02632 CERTIFICATE NUMBER: OF ANY CONTRACT OR OTHER E PO MCIES COVERAGES LISTED BELOW HAVE BEEN ISSU N TO THE INSURED NAMED ABOVE FOR T THIS IS TO CERTIFY THAT THE POLICIES OCATEUMAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY POLIC Y PERIOD INDICATED. E POLI HSTIFNDING ANY REQUIREMENT, ND CONDTAIN,S OF SUCH POLICIES. LIMITS SHOWN MAY HAVE WITH RESPECT TO TION WHICH THIS CER POLICY EFF POLICY EXP LlMlrs DESCRIBED HEREIN Y PAIDSUBJECT CLAIMS.TO ALL THE TERMS, EXCLUSIONS MpA1DD1YY MMIDDIYYYY BEEN REDUCED B ADDL SUBR POLICY NUMBER EACH OCCURRENCE S INS INSD WVO DAMAGE_To 5 LTR TYPE OF INSURANCE PREMISES occurrence COMMERCIAL GENERAL-LIABILITY MED EXP An one ersan 5 CLAIMS-MADE MOCCUR PERSONAL 8 ADV INJURY S GENERALAGGREGATE $ PRODUCTS-COMP/OP AGG S GEN'L AGGREGATE LIMIT APPLIES PER: g POLICY PROJECT a LOC COMBINED SINGLE LIMIT Ea accident 6 AUTOMOBILE LIABILITY + BODILY INJURY er rson S BODILY INJURY Per accident S ANY AUTO PROP DAMAGE S OWNED AUTOS SCHEDULED er accident ONLY AUTOS I S HIRED AUTOS A�01 ONLYO ONLY � EACH OCCURRENCE S UMBRELLA LIAB OCCUR I AGGREGATE S EXCESS UAB CLAIMS-MADE S PER OTH' DED RETENTION 5 X S7ATVTE ER WORKERS COMPENSATION (7pJUB-2E49857-5-17) 10-08-17 10-08-18 S 100'0( A AND EMPLOYERS'LIABILITY I E.L.EACH ACCIDENT ANY PROPRIETORIPARTNER/EXECUTIVE 100,0( OFFICERIMEMBER D(CLUDED? YIN N E L.DISEASE—EA EMPLO S (Mandatory in NH) Y • E. NIA LDISEASE—POLICY LIMIT S 500.0( if yes,describe under DESCRIPTION OF OPERATIONS below i DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLES(AGORD 101.Additional Remarks Schedule,may be attached If more SpaGO IS required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED W ACCORDANCE WITH THE POLICY PROVISIONS. SG & D INSURANCE AGCY LL AUTHORIZED REPRESENTATIVE 540 MAIN ST STE 9 HYA HYANNIS MA 02601 ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD r The Commonwealth of Massachusetts LA Department of Industrial Accidents Office of Investigations 600 Washington Street - Boston,MA. 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricia.ns/PIumbers Applicant Information Please Print Lezibly Name(Business/Organization/lndividuaD: �f-APj �JZ 4,,-1-U-/ Address: City/State/Zip:C&Ail i,(WIL1-� MA 15a4,3 Z Phone#: Are you an employer?Check the appropriate bow Type of project(required): -1.M.I am a employer with to 4. I am a general contractor and I . �—* have hired the sub-contractors6. ❑New conshuctian employees(full and/or part-time). 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition workingfor me in an capacity. employees and have workers' Y P tY• 9. Building addition [No workers'comp.insurance comp.insurance., 10.❑Electrical re pairs or additions required.] 5. ❑ We are a corporation and its P 3.❑ I am a homeowner doing all work officers have exercised their l l.❑Plumbing repairs or additions myself-[No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t C. 152,§1(4),and we have no 13.❑Other employees.[No workers' comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. 1 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 Mr.name of the sub-contractors and stata vyhether 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 M employees. Below is the policy and job site information '1� Insurance Company Name---t,yU_ Policy#or Self-ins.Lic.#: '� JSU �Zf 4�0� Expiration Date: \C.) M ,, Job Site Address, -T Co 1�� ` ,& City/State/Zip: \r V S��� ky Attach a copy of the Workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c fy under penalties of perjury that the information provi d above is true and correct. Si afire:U14M Date: 9�J k C5- 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.EIectrical Inspector 5.Plumbing Inspector. 6.Other Contact Person• Phone#: Town of Barnstable,Planning&Development Department j u W . Old King's Highway Historic District Committe UML 200 Main street,Hyannis,Massachusetts 02601 MAY 2 32018 ►9. Phone 508.862.4787 Email erin.lozcr.toNNn.barnstable.ma.us CERTIFICATE OF EXEMPTION LPLANNING 8 DEVELOP ENT Application is hereby made,with four(4)complete sets,for the issuance of a Certificate of Exemption under Section 6 and 7 of Chapter 470,Acts and Resolves of Massachusetts,1973,as amended,for proposed work as described below and on plans,drawings,or photographs accompanying th' appl 0 -x�ication: -o�Date `' �� Address of Proposed work, Assessor's Map and lot# _ r � t �S 1� Z 'T7 House# v Street n �f /�r s(d village: /�fiV1 J This,application Is for an exemption of the proposed construction on the'grounds that work: Q Will not be visible from any way or public place ❑ Is within a category declared exempt by Old Kings Highway Regional Historic District Commission ❑ Other AV pcS, I" of..Prop-, � 'Dills: c�C i 'c/1 dfG�(l�P,r e�Gl v✓C� n l / Agent or contractor(please print): l Tel.no. Address Owner(please print): Tel no. t Owners mailing address: Signed,Owner/Contractor/Agent Checklist ❑ Four complete sets of the application and supporting documentation U $ Filing Fee(see attached schedule) For Committee Use Only This Certificate is hereby APPROVED/DENIED Date: Committee Members Signatures: APPROVED JUN 13 2018 Town of 64,rnstab6 Conditions of approval: Old King's highway Gammittec 0K1IEwniptionFomi 2017 7- TOWN OF PROPERTY MAPS Legend BARNSTABLE ,r Parcels "'Town Boundary 0-- 1;_:s Railroad Tracks 1 L 4 5• �J Buildings Painted Lines +t l Fr 67 Parking Lots ��°�. •:i Paved #0 #�30 rJ Unpaved Driveways t y+,,• , i t "d I _ ..�.r••r"".'� Paved UrIpaved •�•._.__� � i T�*, 1—r-----^- Roads it 90 Paved Read -r---- --- '--'^_" ._..� -.-�-- Unpaved Road 63 ® y,-- �•„ , � •Paved Median ##0 �l� '� r Streams ::;: Marsh Water Bodies N. #85 4: 76 #75 7V dr r i ,IN 1 #60 #60 -�•.: �-�.:: ram;� � �,_� #2084 #55 #40 #46 ` #2110 �60 �\� L '2 40 2070 Map printed on: 5/23/2018 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Slain Street,Hyannis,DiA 02601 0 167 333 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale:1 inch- 167 feet 0 cartographic errors or omissions. gis@town"barnstable.ma.us I N C� wcs ^32 2 23 4� f. 0 l 28 2a m pbl f f r 'r 1 13 �S Ae Per— ,o • x r , ..,� I P tl' 1 • R8 t �o STYE P R9 SH®U1l16l�G PROPOSS®GARAGS LOCA nom- BpRNSTABLE,MA- 76 JOHM MAIO ROAD WEST � (ASSESSORS MAP 217,PARCEL 2041) T}{OMAS MCLELLAN,P.E. s PREPARED FOR: _ } PAUL H4AABuf4 w ^v g RNER KG NEE-B-1 SCALE:v= 5G. OATS:9.1 1 A } �� P.O.BOX 1163, DENNIS,MA 02641 REFERMA LAND COURT CAS 'a 26 `-� 57t' uaU::iS�GI!Ac�+IC �.K.'ft+�"E'YfpE::F y 1ECM.T ANA$GAA[2 NGM b644'i-r'£ R�lt�1♦�5�'CR f�1 P;OQf IS V:7R MMlR \ � L \\\ NEW £ \ SUNROOM \SCREENED COVERED t 'RORCH PORCH 4'r, _ i DECK yS Y J , \ vi a'a O O EXIST, EXIST. BATH EXIST. KITCHEN O BEDROOM FIRST FLOOR PLAN LEGEND: p EXI8TING WALLS C=3 CONSTRUCTION TO BE REMOVED M NEW CONSTRUCTION ' " NEW ADDITION/REMODELING FOR: SCALE: NO,®Q�COTUIT BAY DESIGN. LLC��:-�+�,,:� a 43 BREWSTER ROAD " ` � �" MASHPEEdNA 02649 HAMBLIN RESIDENCE DATE: Hl PH.(506)274-f 166 „�,. °:, K u FAX cso8)s3, 402 W= 76 JOHN MAKI ROAD WEST BARNSTABLE, MA $" 018 F/ lUu �5 Q E:ST. Y REAR ELEVATION !Sv tP a, Fm A LEFT ELEVATION 8Q�C BREIA BAY DESIGN. LLC• ,: „ems ; NEW ADDITION/REMODELING FOR. SCALE: owswnNONO.r 43 BREWSTER ROAD. ���� "��. MASHPEE MA. oz649 HAMBLIM RESIDENCE PH.(508 214-1168 ` `•"`•"TM a r ,.co Aan�:vv DATE FAx(Sa6)539.8402 `F `x' 76 JOHN MAKI ROAD WEST BARNSTABLE, MA sn2/2 8 i 12 -D 5 3 �I SIDE ELEVATION ��'�` NEW ADDITION/REMODELING FOR: SCALE: oaavmreoho.: � � ®� COTUIT BAY DESIGN. LLC a�� .w.• 1/4'Q 1'-W M4i Nc-tK 43 BREU!�S'T� D q •• MASHPEE.MA 02649 5 PH.( a 274-1166 HAMBLIN RESIDENCE DATE: H 3 08 a: "•:,N. .. FAX(Sol53s•saoz ^� u 76 JOHN.MAKI ROAD WEST BARNSTABLE, MA sn2nols Page 1 of 2 E F http://townofbarnstable.us/propertyunages/04/19/74/29.1pg 9/G/20 F AWC Guide to Blood Construction can High Wiand Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1), Q Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust)................................................................. ......................... Wind Exposure Category 110 mph 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories _<2 stories RoofPitch ......................... .....................(Fig 2) .................... """ 5 12:12 Mean Roof Height ........................................... (Fig 2)................................................. I Building Width,W...............................................................(Fig 3)..................................: ft 5 33' Building Length, L ......... . (Fig ......•••••• L ft <_80' _ ) ..................................... ... .....( 'g 3).................................................Z.r� ft 5 80 Building Aspect Ratio(L/V1l) ............................. .........(Fig 4)........................ ZS 5 3:1 Nominal Height of Tallest O enin """ s (Fig 4)................................................ u 5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................ .................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............................................................. ��,.................................................................Concrete Masonry................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general .................................. ...... .(Table 4)........................................ ...... 71 in. Bolt Spacing from endpoint of plate ............................(Fig 5).....................................�in.5 6"—12"Bolt Embedment—concrete........................................(Fig 5).................................................a in.>_7" Bolt Embedment—mason ✓'ry.........................................(Fig 5)......................... O in.z 15" �Plate Washer...............................................................(Fig 5 ................... ( 9 )......:.............................. .........z3"x3"x'/<" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... ✓Maximum Floor Opening Dimension........................... .. ....(Fig 6).............. .. Q't 5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)......................... .� Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).............................. Maximum Cantilevered Floor Joists ........................................—(f)ft s d r� Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................�ft 5 d Floor Bracing at Endwalls (Fig 9).......................... f ................................................... Floor Sheathing Type """""••••••.........................• .......................... (per 780 CMR Chapter 55). Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55).......................��n Floor SheathingFastening —tom g ..................................(Table 2)...$d nails at�n edge/ L?in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft 5 10, Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... ft 5 20' —�Wall Stud Spacing (Fig 10 and Table 5)................... Chin.5 24"O.C. Wall Story Offsets ..................................................................................................(Figs 7&8) �ft s d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x�o $ft Non-Loadbearing walls................................................ -— —in. Gable End Wall Bracing' (Table 5)..............................2x-C,— in. Full Height Endwall Studs............................................ Fi WSP Attic Floor Len th (Fig 10)..................................................... g ...................(Fig 11)................... O ft zW/3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11) ...................•"•"" ............................................ _�✓' and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)................. .E�ftz 0.9W or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blockingspacing .l y Double Top Plate @ 4 ft.s acin in end joist or truss bays ✓ Splice Length ..............(Fig 13 and Table 6 _ ). ..........."• "'•""""' ft Splice Connection(no.of 16d common nails).............(Table 6)..........................................................� c/ i AWC Guide to Food Construction in High Wind Areas:110 mph Wind Zone Massachusetts Cheddist for Compliance(780 CMR 5301.2.11.1)1 Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 7) .............................................. Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)............................. ..(Table 8)........................................................� r/ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. ft D in.5 11' Sill Plate Spans :........................................... (Table 9).................................. in.s 11' — � _Q O Full Height Studs (no.of studs)...................................(Table 9). ... ft Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance. Table 9 Header Spans.................... (Table 9).................................. ft O in.512' ........................................ Sill Plate Spans..........................6.. ..(Table 9)..................................t ft CJ in.512° ..................... ...... Full Height Studs(no.of studs)..........6.................. (Table 9)........................................................� Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest Openingz (�ft 155 6'8" —s!'Sheathing Type.............................................(note 4)..................................................... �. Edge Nail Spacing.............................6.......... able 10 or note 4 if less) in. Field Nail Spacing (T """".. —�d P g.........................................(Table 10) _min. Shear Connection(no.of 16d common nails Percent Full-Height Sheathing )(Table 10)........................................................ �i'' _�- g g.......................(Table 10)............ . . . .Z� 5%Additional Sheathing for Wall with Opening>6'8"(Design....... ......Conc. . epts).............. Maximum Building Dimension, L Nominal Height of Tallest Openingz Sheathing Type.......................... <6'8° 4 note ............................ ."""""..............ASPEd a Nail Spacing••••••...................................(Table 11 or note 4 if less) in. Field Nail Spacing """"""""""' �- P g .........................................(fable 11) ! Shear Connection (no.of 16d common nails)(Table 11)........................................................4 .� Percent Full-Height Sheathing.............. o .........(Table 11)..................................................... 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)................/� ✓' Wall Cladding Rated for Wind Speed?............................................................. . 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ........6.. .. .....(Figure 19)............. .Gft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift......................................6...... (Table 12)............................................U=Z3>o plf Lateral.............................................(Table 12).............................................L=1'7�plf ✓� Shear.......................................... ...(Table 12)....... S-�Plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13 ...............................T=2 plf Gable Rake Outlooker.........................................(Figure 20)............. b ft 5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.........................:...................... able 14 Lateral(no.of 16d common nails)...(Table 14)........6................ .............L= Ib. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59 Roof Sheathing Thickness................................ .............................................5/t in.a 7/16"WS Roof Sheathing Fastening...................................................(Table 2)......................................................... Notes: 1. This checklist shall be'met in its entirety excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 C. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in, nominal thickness pressure treated#2-grade. Cow i �/�7 I - AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Mass2chUfttts Cheeldist for Compliance(780 C10 R 5301.2.1.1. 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upperdouble top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment A WC Guide to Wood Construction in High Wind Areas:110 mph bind Zone Massachusetts Checkflst for Compliance(7s®cMR 5301.2.1.1)I -WHEN THE EDGE REM ON FRAMING 41SE Sd NA43 AT6b 11 11 ti 11 �I 11 li If Y 1-I 11 11 11 1 . I ll 11 jj II 11 11 , 11 11 11 , '.CC 11 I l H I1 Y 11 Ir.r 1 Il O 11 it Q 1 . Ir � la rr a Ir Ys 11 11 1 1r X. 1 11 Ir Q ii 11 p Ir 1 Ill =� Id 11 16 /1 11 ii 1 1 1 11 I r Iil 1 . a IJ yr � II Q 11 it � 1 u JI W 1-0 t � 11 rl JI l 1 11 '1 JI 1 i ri MAILSPACWG i L [1W,L PANEL cl V i See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High bind Areas:11 D mph Wind Zone Massachusetts Checklist for Compliance(78®CMR 5301.2.1.1)' a � o jT 0 qW 0 4 { ` FFMAINGMEMBERS it ► � ED6ERdTERM6DIAT£ ";� �i e i F ? `MIN: STAGGERED 3"MMV ML PAT FERN PANEL PAWL EDGE DOUME NAIL®GE SPACING DETAIL Detail Vertical and Horizontal Nailing for Panel Attachment i vi. N .Di ch \ L=226.84' ,��s�cx'�c�occx1j R=5754.40 - - pQ} I�E�4 Electric Easment (66'Wide) 32 2 t`I 225 3 26 cn m \\ 31/ uT Wet Plot♦\` / 1 8 O // / 430 1 / o ♦♦♦\26 �2� ' rig m Upland Plot. 0 i Stones i 0 � i vo o 9 1 / u, 1 '13 2 � at��vetea� p o II I; 0?p 1 1 h 4 I �' 1 I WETLAND RESOURCE LINES 1 t I AS FLAGGED BY ENSR DECEMBER 14,2006 I 1 I 1 1 I I I 1 1 2p 1 1 1 3'h 1 � \•` LC 1 1 CP �BEpR NG T (, i 43 top tnd W a ip • �'UCc ' 1 � g m a �c��� 4go y ` ' EXtSNS Ag�Ot9S?.15 st 3 01 \���� ��o ` Rs?s29• � Pvoss ft. 9 AGO� Np (Q4 X WE G 0^ C,over�ed vr(� \ 4 6. �N OFTH ,3 i�',Ct.ELIAJ to •� CIVtL SITE PLAN SHOWING PROPOSED GARAGE- LOCATION: 76 JOHN MAKI ROAD,WEST BARNSTABLE, MA THOMAS MCL LAN, P.E. (ASSESSORS MAP 217, PARCEL 2041) PREPARED FOR: BASS RIVER ENGINEERING PAUL HAMBLIN P.O. BOX 1163, EAST DENNIS, MA 02641 SCALE: V = 50' DATE: 9-14-17 508-385-3426 REFERENCE: LAND COURT CASE 29636A 19'-3„ 18'-0,. 13'-5„ 4'-7„ 5•.7•• 5•.7•• 5•-7,. 6-5" 6'-5" 6'-5" X-T' T-5" T-5" HARVE VEY EY 02046 44 2 DOUBL UNG P BLE HG ' A H3 e o RAILINGS REQUIRED IF HARVEY HEIGHT ABOVE GRADE 2446 FROM PORCH IS 30"O 4 DOUBLEHUNG io RAILINGS REQUIRED IF HIGHER HEIGHT ABOVE GRADE FROM PORCH IS 30"OR HIGHER B A B H3 H3 \ a / j \\ NEW \ 9'0"x6'11" SUNROOM HARVEY2446 / \\ SCREENED DOORNG (VAULTED CEILING) DOUBLEHUNG COVERED b N \\ PORCH PORCH I I DECK o \ / \ ICE, / I \ 0 0 0 EXIST. EXIST. BATH EXIST. � KITCHEN c:j BEDROOM 2 NOTES: O OE RACTOR IS TO VERIFY ALL EXISTING CONDITIONS FIRSTFLOOR PLAN &DIMENSIONS IN THE FIELD � 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS,(r DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6'-11"ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 5.) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION LEGEND: 8.) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING&PROPOSED DETAILS TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FENESTRATION UK UGHT CEIUNG WOOD FRAMED WAL FLOOR BASEMENT WALL BASEMENTSIAB CRAWISPACEWAL 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF U-FACTOR U-FACTOR R-VALUE R-VALUE R=RIE R ELMUEE R-VALUE R-VALUE EXISTING WALLS ALL SIMPSON COMPONENTS 0'n AMMEND. 0.55 49 20o,13.5 30 I 15H9 10(4FT.DEEP) 15119 r--, NOTES: <___J CONSTRUCTION TO BE REMOVED 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. NEW CONSTRUCTION TO BE 3000 PSI 2.15/19 MEANS R=I5 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL DURING FRAMING CONSTRUCTION 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS 4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR 12.) FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY - &R13 CAVITY INSULATION EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION S THEDESIGNER SHALL BE NOTTART FANY NEW ADDITION/REMODELING FOR. SCALE : DRAWING NO.: BQ COTUIT BAY DESIGN. LLC ERRORS OR OMISSION;--T G CONTRACTOR THESE DRAWINGS PRIOR TO START OF L IN CONTRACTOR CONTENT 43 BREWSTER ROAD IN THESE L BE DSPONSISI FOR THEUCTION C THESE DRAWINGS IF CONSTRUCTION COMMENCESNGSAR SMELNOTIFYING FORT HAMBLIN RESIDENCE DATE � MASHPEE MA. 02649 DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOI.EIV FORT USE PH. (508) 274-1166 OFSE ER RAWNGOTED.ANVOTHER USE MITTEN 6/15/2018 FAX 508 539-9402 THESITECTUNGSREDRIRES THE WRNTEN 76 JOHN MAKI ROAD WEST BARNSTABLE, MA ( CONSENT OF THE DESIGNER UNDER THE ACT OFI TURAL COPVRIGM PROTECTION ACT OF 1(riJO. � 4 12 12 4.5 Q EXIST. TOP OF PLATE i U r a oil FIRST FLOOR SUBFLOOR REAR ELEVATION ,2 ALL EXTERIOR MATERIALS & 5.5� 12 FINISHES TO MATCH EXISTING Q 5 HOUSE 0 ,2 �,2 ,2 I 3 I TOP OF PLATE I U Fm z N 2 U Q FIRST FLOOR SUBFLOOR I III LEFT ELEVATION THIEERRORS ORO SSIONS RE FOUND ON SC/`LE • DRAWING NO. 8Q� COTUIT BAY DESIGN, LLC CNSTSCTON.THE NEW ADDITION/REMODELING FOR: /1 THESE ORANANGS PRIOR TOSTART OF 1/4" - 1'-0" CONSTRUCTION.THE BUILDING CONTRACTOR NEW BREWSTER ROAD W THESELL BE DSPONSISI FOR CONSTRUCTION COMMENCES THESE DRAWINGS IF CONSTRUCTION THSEDAVVWITHOUTNOTIFYINGTHE HAMBLIN RESIDENCE DATE : - MASHPEE MA. 02649 DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOIEIY FOR THE USE PH. (508)) 274-1166 THESE RAWNGMER OTEQUIRES THE IEN 6/15/2018 FAX SE OF 50$ 539-9402 2 ARESEDRAURALCOEOUIRESTHEWR7EN 76 JOHN MAKI ROAD WEST BARNSTABLE, MA ( CONSENTOFTHE DESIGNER UNDER THE HARCHRECTURAL COPYRIGHT PROTECTION ACT OF 1990. - T'>'P. ROOF CONST. MULTI LVLRIDGEBEAM -2x10 ROOF RAFTERS @16"o.c. NAILING SCHEDULE -5/8"COX PLYWOOD ROOF SHEATHING - v ASPHALT ROOF SHINGLES 110 MPH EXPOSURE B WIND ZONE •15LB.FELT PAPER SPRAY FOAM INSULATION JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING @ SLOPED CEILINGS(R49) •SIMPSON H 2.5A HURRICANE CLIPS ROOF FRAMING: 2 12 AT ALL RAFTER ENDS BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END -ICE/WATER SHIELD AT BOTTOM RIM BOARD TO RAFTER(END NAILED) 2.16 d 3-16d EACH END 4.5 TW OF ROOF - x s o.c. .WIND WASH BARRIERS - WALL FRAMING: o -ALUMINUM DRIP EDGE TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS TOP OF PLATE STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c. TYP.WALL CONST. lGYPSUMBOARD ON ALL HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES STRAPPING x 16"o.a FLOOR FRAMING: 1.2 x 6 STUDS @ 16"o.c. JOIST TO SILL.TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-1 Od PER JOIST 2.112"PLYWOOD SHEATHING Z BLOCKING TO JOISTS(TOE NAILED) - 2-8d 2-1 Od EACH END 3.BATT INSULATION(R20) - BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK 4.12"GYPSUM BOARD NEW o N - LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST 5.W.C.SHINGLE SIDING S U N ROO M JOIST ON LEDGER TO BEAM(TOE NAILED) 3.8d 3-10d PER JOIST 6.TYVEK VAPOR BARRIER S BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST 7.BALLOON FRAME GABLE WALLS Q BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT AT VAULTED CEILING LOCATIONS f ROOF SHEATHING: 8.MID-HEIGHT BLOCKING AT WALLS 3/4"T&G PLYWOOD WITH 8'0"HEIGHT OR GREATER SUBFLOOR-GLUED 8 NAILED WOOD STRUCTURAL PANELS(PLYWOOD) FIRST FLOOR RAFTERS OR TRUSSES SPACED UP TO 16'o.c. 8d 10d 6"EDGE/6"FIELD _ SUBFLOOR RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD P.T.2 x 12's @ 16"D.C. GABLE END WALL RAKE OR RAKE TRUSS Bd 10d 6"EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS 9"BATT INSULATION(R=30) GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD Z - CEILING SHEATHING: P.T.2 x 6 SILL NEW N GYPSUM WALLBOARD 5d — 7"EDGE/,0"FIELD NEW 10"CONCRETE FOUNDATION W/SEALER BASEMENT WALL SHEATHING: WALLS W/(2) ANFLS(PLYWOOD) it4 HORIZONTAL BARS AT TOP&MIDDLE OF WALL 8 10"x 24" STUDS SPACED UP T'RALO 24"o.c. 8d tOd 6"EDGEl12"FIELD CONCRETE FOOTINGS W/2 x 4 KEY 12"8 25/32"FIBERBOARD PANELS 8d — 3'EDGE/6'FIELD TO MATCH EXISTING HOUSE WALL 1/2"GYPSUM WALLBOARD 5d — 7"EDGE/10"FIELD HEIGHT.DROP TO OF FOUNDATION 4"CONCRETE SLAB WI FLOOR SHEATHING: FOR 2 X 12 FLOOR JOISTS 6 MIL POLY UNDER WOOD STRUCTURAL PANELS(PLYWOOD) 1"OR LESS THICKNESS 8d ,od 6"EDGE/12'FIELD GREATER THAN 1"THICKNESS tOd 16d 6"EDGE/6"FIELD B BUILDING SECTION @ SUNROOM H3 4s;POSTCAPS LEDGER TO LOK SCREWS SU26 SLOPED 2 x 8 RAFTERS @ 16"o.c..USE ATCH SIMPSON H2.5A HURRICANE EXIST. CLIPS TO FASTEN RAFTERS - 12 TO BEAM 12 5.5 5 ALL EXTERIOR MATERIALS & 3-2x8BEAM FINISHES TO MATCH EXISTING 12 BOARD x48EAD H 12D HOUSE CEILING SIMPSON ZMAX AC6IACE6 POST CAPS z M COVERED X w 12 PORCH FASTEN BEAM TO JOISTS W/SIMPSON �5 12 D 12 ZMAX H2.5A TIES USE INVERTED AC/ACE _ - �4 SIMPSON POST CAPS TOP OF PLATE P.T.2 x 1 Ys @ 116"o.c. 3 P.T.2 x 10's @ 16"o.c. j . . . . . . . . P.T.6 x 6 POSTS ON 12"DI0. ® _y c CONCRETE SONOTUBE W/ 24"DIA.BIGFOOT FOOTING UNDERNEATH TO 4'0"BELOW U GRADE.USE SIMPSON S.S. �- ABU66 POST BASE&S.S. AC6/ACE6 POST CAPS 102 FIRST FLOOR P.T.2 x 8 LEDGER BOARD LAG BOLTED TO SUBFLOOR SOLID BLOCKING W/(2)LEDGERLOK BOLTS 16"o.c.W/JOISTS HANGERS AT BOTH ENDS BUILDING SECTION @ PORCH SIDE ELEVATION THE ERRORS SHALL BENOTIFIED IF1 SCALE : DRAWING NO.: ERRORS OMISSIONS ARE FOURT OF ND R NEW ADDITION)"REMODELING FOR: 1/4" = 1 -0° COTUIT BAY DESIGN, LLC MLL BE RE PONSPRIORT THE COT lu\ THESE HEINSTRUCTION.NG THE BUILDING CONTRACTOR 43 BREWSTER ROAD WTHESE ESA N GSIIBI. FOR THE COMMENCES DRAWINGS T CONSTRUCTHE MASHPEE MA. 02649 OFAN"DDTNOTIFROMISI . HAMBLIN RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS. PH. (508 274-1166 OFTTH.SEDRAERNOED.MyOTHERUSEOF DATE OLELY OF THTHESEE OWNER NOTED.ANV OTHER USE OF 6/15/2018 ACTOFD�NGSREORIGHTRES THEWCTION 76'JOHN MAKI ROAD WEST BARNSTABLE, MA FAX (50 ) 539-9402 CONSENT OF THE DESIGNER UNDER THE H3 , ARCHITECTURAL COPYRIGHT PROTECTION NEW 10"CONCRETE FOUNDATION WALLS W/(2)#4 HORIZONTAL BARS 13'-5" 4'-8" 16'-9" 8'-0" AT TOP&MIDDLE OF WALL&10"x 24" CONCRETE FOOTINGS WI 2 x 4 KEY ., TO MATCH EXISTING HOUSE WALL HEIGHT.DROP TO OF FOUNDATION ➢ FOR 2 X 12 FLOOR JOISTS 3'-0" �. 19'-3" BASEMENT \ , WINDOW \ 0 NEW P.T.6 x 6 POSTS ON 10"DIA. H3 I I \ CONCRETE SONTUBES W/24"DIA. BIGFOOT FOOTINGS UNDERNEATH BASEMENT I \ TO 4'0"BELOW GRADE.USE SIMPSON o WINDOW I I NEW \ JU66 POST BASE W/518"DIA. -ST1'E xBBOLT&AC6 OR ACES POST a0 6'-5" 6'-5" 6.5 I BASEMENT CAPS B I 4"CONCRETE SLAB W/ I I tip B H3 I I 6 MIL POLY UNDER I H3 I 8'-4 1/2" 8'-4 1/2" b 0 I I I LD I 2/ 2's P1 "o. C G I e o I I r Na EOD I I O O' N I I I N a I I ow a O SAWCUT 3'0"OPENING 3 o tYi IN EXIST.FOUNDATION FOR ACCESS INTO NEW BASEMENT E!Im VERIFY LOCATION c Z y r EED N P.T.2 x 12 LEDGER BOARD SCREWED TO EXISTING ° H p SOLID BLOCKING W/(2)LEDGERLOK SCREWS c 16"D.C.W/ZMAX LU210 JOISTS HANGERS BASEMENT 8 INSTALL SIMPSON DTT1Z TENSION TIES o. AT(4)LOCATIONS FROM HOUSE TO DECK c JOIST(1)EACH END N I FOUNDATION PLAN I 6-12" INSTALL 5l8"ANCHOR BOLTS AT 71"o.c.MAX. I FROM END W/SIMPSON BPS 5/8-3 BEARING PLATES I OF PLATE PLACE BOLTS WITHIN 6"-15"OF EACH I CORNER AND TO A8"MINIMUM DEPTH - INSTALL FLASHING UNDER I HOUSEWRAP&DECKING ' I L___________--____ I - DECKING I ED [� P.T.2 x 6 SILL W/SEALER wr 71"0.1. FLOORJOISTS z5 j o ? P.T.2 x 12's @ 16"ox. F 1 INSTALL PEEL&STICK RUBBER MEMBRANE I BETWEEN LEDGER& AV I SHEATHING P.T.2 x 12 LEDGER BOARD SCREWED TO SOLID BLOCKING W/(2)LEDGERLOK SCREWS R 16"o.c.W/ZMAX LU210 JOISTS HANGERS ANCHOR ✓O LT DETAIL INSTALL SIMPSONCATIONS FROM TENSION TIES AT(4)LOCATIONS FROM HOUSE TO DECK JOIST(1)EACH END SCALE: 1/2"=1'-0" DECK LEDGER DETAIL SCALE: 1/2"= 1'-0" ERRORSIORO SSIONS REMUNDONY SCALE DRAWING NO.: BQ� COTUIT BAY DESIGN, LLCCONORSCTION. HEBUILDINGCONTR NEW ADDITION/REMODELING FOR: THESE DRAWINGS PRIOR TO START OF 1/411 — 1'-0" WILL BE RESPONSIBLE ON.THE BUILDING CONT R THE EN CONTRACTOR NEW BREWSTER ROAD IN THESE ESPONGSI F CONSTRUCTION C THESE DRAWINGS TCONSTRUCTION COMMENCES WITHOUT NOTIFYING THE H A M B L I N RESIDENCE DATE ~ MASHPEE MA. 02649 DES IGNEROFANYERRORSOR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR TIE USE PH. (508) 274-1166 OFTEOWNERNOTED.ANYOTERUSEOF DATEO1$ FAX (508) 539-9402 ACT FER�RPLCOPYRIGNTPROECTOEN 76 JOHN MAKI ROAD WEST BA 6/15/9 RNSTABLE, MA CONSENT OF THE DESIGNER UNDER THE A SOLID 2 x 8 BLOCKING IN THE OUTSIDE TWO RAFTER&CEILING JOIST BAYS @ 48"o.c.,ALLOW SPACE FOR AIR FLOW ON THE UNDERSIDE OF ROOF SHEATHING 3-2x 8HOR. tH FASTEN BEAMS TO END FASTEN BEAM TO P.T.6 x 6 POST a0 POST W/SIMPSON LCE4 W/SIMPSON AC6 OR ACES POST CORNER CONNECTION B B CAPS FH3 H3 32x8 BEAM 3-2 x8BEAM 0 FASTEN HIP TO BEAMS WI SIMPSON HCP7.81 1 \ 2K,2J w / o HIP CORNER PLATE 0 I � co Q O X 11J \1 G1 ^ I16 % X N 9 3" °° I c1 I I 24.9.. \ 3K.2J u Ld 10'-01, OO O O 2 x 8 RAFTERS @ 16"o.c..USE 2 x 8 RAFTERS @ 16"o.c..USE SIMPSON H2.5A HURRICANE SIMPSON H2.5A HURRICANE CLIPS TO FASTEN RAFTERS CLIPS TO FASTEN RAFTERS TO BEAM TO BEAM F �v O ROOF FRAMING PLAN NOTES: 1.) ALL ROOF RAFTERS TO BE 2 x 10's UNLESS OTHERWISE NOTED 2.) USE SIMPSON H2.5A HURRICANE CLIPS AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNERS THEERRORSIORO OMISSIONS .-FIE0 IF SCALE : DRAWING NO.: THESE ERRORS C ION.TH°N5 ARE`pUONTR NEW ADDITION REMODELING FOR: COTUIT BAY DESIGN, LLC WILLBERESPONSBLEMRTHE 1/4" CONSTRUCTION.THEAWINGS IO ROSTART OF CTOR 43 BREWSTER ROAD IN THESE DRAWINGS RESPONSIBLE FONSTRUCTIO CONTENT C THESE DRANANGS IF CONSTRUCTION COMMENCES DRAWINGS OUTARE NOTIFYING THE H A M B L I N RESIDENCE DATE MAS H P E E MA. 02649 DESIGNER OF ANY ERRORS OR OMISSIONS. THESE ORANINGSARE.My FOR THE USE PH. (508) 274-1166 OFTNEONMERNOTEO.ANYOTHERUSEOF 6/15/2018 FAX 50$ 539-9402 TRCSOE;�NGSREYRIGHTPROTECTTEN 76 JOHN.MAKI ROAD WEST BARNSTABLE, MA ( ` CONSENT OF THE DESIGNER UNDER THE H5 / ARCHITECTURAL COPYRIGHT PROTECTION Town of Barnstable . Building . � . _ U1 1 rsr�e Post This Card So That it is Visible From the Street=Approved Plans:Must be Retained'on Job and,this.Card Must lie NAM Posted Until Final Inspection Has Been Made. i63P .� • Permit p�y�m JliJl �� Where a Certificate'of Occupancy is Required,such Building shall Not be Occupied until a.FinaI Inspection has been made. Permit No. B-18-1100 Applicant Name: DEAN F.STANLEY Approvals Date Issued: 05/15/2018 Current Use: Structure Permit Type: Building-Detached Accessory Structure- Expiration Date: 11/15/2018 Foundation ,E'"C Residential Map/Lot: 217-020-X01 Zoning District: RF Sheathing: 45 Location: 76 JOHN MAKI ROAD,WEST BARNSTABLE �- Contractor Name:,,,,DEAN F STANLEY Framing: 1 yC Owner on Record: HAMBLIN, PAUL A Contractor License: CS=035037 2 !O Address: 76 JOHN MAKI ROAD - -�- -T--� -,� Est. Project Cost: $30,000.00 Chimney: WEST BARNSTABLE, MA 02668 Permit Fee: $253.00 Description: 24X36 Detached Garage finished above. f Insulation: t Fee Paid: $253.00 Proj*.ct Review Req: AS BUILT REQUIRED {� Date: 5/15/2018 Final: Plumbing/Gas 44` Rough Plumbing: \Building Official i Final Plumbing: t • This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and.the approved construction documents for which th's 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 and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. •' t Electrical Then Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: l.roundation or Footing Rough: 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting 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 ' i I . � f ,�G�� ;. iT C� I :�. , SHE Application Nunfioer.�6 BAFMISTABLF, )IIVG Permit Fee.......................................Other Fee#./W. A 1.9 Total Fee Paid.............0�53.:.. .................. ...... TOWN OF BARNISTWEE, &IVS;, Permit Approval b�..... On..... A BUILDING PERMIT APPLICATION Section 1 — Owners Information and Project Location —Project Address :1 Village Owners Name �PA N�N IY1\ "1�� Owners Legal Address -7 6' S-0 4 n k,� City SLc- 4�- State /70 S zip Oc -(C Owners Cell# E-mail=AwA k2a? 6D*C,0f-?C4 :r�,.�— Section 2— Structural Use Single/Two Family Dwelling ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Section 3 —Type of Permit New Construction ❑ Move/Relocate E:] Accessory Structure E] Change of use El Demo/(entire structure) EJ Finish Basement E] Family/Amnesty El Fire Alarm Rebuild El Deck Apartment Sprinkler System Z� Addition E] Retaining wall E] Solar El Renovation ❑ Pool ❑ Insul 'on II k II f Other—Specify, F� ot 4G, r4 Section 4—Detail Cost of Proposed Construction 000) Square Footage of Project Age of Structure _Pig Safe Number # Of Bedrooms Existing'. Total#Of Bedrooms(proposed) 110 NTH Wind Zone Complianc'eMethod E] MA Checklist El WFCM Checklist Design Last updated: 11/7/2017 Section 5 - Work Description v \\\ X Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply 0-Public ff6private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District Old Kings Highway Debris Disposal Facility: yJ}V Q A Iho Ok I am using a crane ❑ Yes 2! No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No Section 87 Zoning Information ZoningDistrict �, 1 �Gs�i-444 Proposed Use 66�4 Lot Area S . Ft. 7 �3 U P q qq Total Frontage 6),�� Percentage of Lot Coverage (. (3!� #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed (� Side Yard Required Proposed 4,0 Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 11/7/2017 N I .Di ch v Stone I L=226. b000 -� \ R=5754.40 0 1 _ Ditch e _ � � s Elecfn 32 I 2 c 6asment(66-Wide)25 t 26 3 m // �w27 a�T Wet Plot 1 ` 28 0 / X1` 430 / o 2� 8 (, m Upland Plot i Stones 0 � , 2 / I cn C_��� / N �z 13 t Sca�e\e6j / 'tp 12 �'� O�� - i rn o / 11 4 I r� — 0 I 11 1 I ' WETLAND RESOURCE LINES AS FLAGGED BY ENSR I 1 DECEMBER 14,2006 I 2 T�� iQ 3 1 ► 0tG 1gS\NGOM �!c 3 F3XB E11 0 � N pW q3. �m� rno m SYSjEM 5t �0 a EXISNS S E 19'121`' 'QS2S24. i o i PROPOG D ,0o FRN i3fil W� L 3 07 m R S Ol oy' l TH_O,MCA�SpJ. cyN S My�,ll.l11`I CIVII A `' 9N0'36471�° y SITE PLAN SHOWING PROPOSED GARAGE St ^ LOCATION: 76 JOHN MAKI ROAD,WEST BARNSTABLE, MA H MAS MC AN,-P.E. (ASSESSORS MAP 217, PARCEL 2041) PREPARED FOR: BASS RIVER ENGINEERING PAUL HAMBLIN P.O.BOX 1163, EAST MA 02641 SCALE: V= 50' DATE: 9-14-17 50AST DENNIS,DEN REFERENCE: LAND COURT CASE 29636A DL � EJVE Barnstable Old Kings Highway.R�tor c Distric Un4teeEVELOPMENT i d 200 Main Street,'Hyattnis,b4A 02601,'.Tel 508.862.44787 Pinl Prmlatmn APPLICATION, CER�'i +'I AT'E OF APPROPRIATENESS Application is hereby made,with five(5)complete seas,for the issuan�a of a Corti(icate of Appropriatenyss under Section 6 of Chapter 470,Acts and Resolves of Massachusetts, 1973,for proposed work as describeft low and on plans,drawings,or photographs accompanying this application for. � ❑ :Check all calegoridsa/rntgj) y, 1. Building construction: [ New dditio ❑ta Alteration 2. 'Type.of Building: ❑ House Id Gazage/bam ❑ Shed ❑ Commercial ❑ Other 3. Exterior Painting,roof ❑ new roof ❑ color/material change,of trim,siding,window,door 4. Si*n : ❑ New Sign ® Existing Sign ❑ Repainti.ng Existing Sign 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ Tennis.court ❑ Other 6. Pool ❑ Swimming ❑ Other man-m-a e pool ❑ Solar panels ❑ Other Type or Print Legibly: Date NOTE AU oppUcadmisinusl be signed by the current o/weer r Owner(print): L u l( _ l ti Telephone It.: Address of Proposed Work: G /`7G �t Village11.i3el-P S i-61G Map Lot li d C) -0�0 401 Mailing:address(if different Owner's Signatures -+ / r Description of Propose Work: ive particulars of work to.be done: lrOn r arc c7 �•.' ,� . ;�.is � .. �, t's ><,�► ot� Agent or Contractor(print): tr eL Telephone �� Address: 7 ry1 r rG EJ e-1 >.0(l;(t 0) 6 7,� Contractor/Agent'signature: For committee use o I)) 'T' ijs.tLer iYicate is hereby AP'PROVrED DENIED APPROVED Dated/ A Members signatures � Sip -27°.2017 Town of 36rnst2ble Old King's Highway Committee Conditions of approval . 1 OKH.1017 Cerr Approprl uteness.clo: •r YN^,rA�..:a �'§r jf,..�..�". � tti'Z�'�:� �t" '�,'�h�" :mod C„ �ti �}.* � r. .:e, ...,. ,•:� l ,�,,s $ �'- S,g-��F+tarr-+a _ -, a .,�o- ,fw-"$"� _ 1�,fJ'la � �"'� «+ .w r• \ i"�" '�F»!•r•�f 1'w•`��� �.r � \ - ��r M w .. c "��_..._.�:- v'. `y - - ---'" '�r 4� rt•"..Lt _ .tsLh n°4r�1t+7�Y1'€,• �v • • 1 End of Application*** FollowinLydocurrents are . pertaining to this . a li ca ca tion,pp on. �M Full scale plans are on file TOWN OF BARNSTABLE OLD KING'S HIGHWAY HISTORIC DISTRICT COAIMTTEE STATEMENT OF UNDERSTANDING As property owner/contractor/agent for the construction at: No. Street Village Map Parcel No. \'1 6- Only minor changes may be approved by the Committee without a new application and a hearing. Minor changes include things like moving a single window or door or a minor change of color. All changes by amendment require the Committee's written approval. A request for change must be submitted to the Committee in writing. Approval must be obtained before incorporating the change into the project. For more than one revision to approved plans, a new application for a Certificate of Appropriateness must be applied for. Failure to comply with approved plans may result in the Building Department issuing a stop work order or denying an Occupancy Permit. I HAVE READ AND UNDERSTAND THE ABOVE S'ATEMENTS Signed. Datc Owner/Contractor/Agent Signed: n� Paul Richard,Chair,Old King's Highway Q:IBomrJs and Cormnissions101d Kings High rvaylOKKApplic(i[ions F%ledlOKH2O17 Forms P&DIOKHStoiemen[of Understanding 17.doc I - I Ain • 5�� ,.. I 111 LJ PLANNING 8 DEVEL PMENT Q e i APPROVED . 2017 'town of E arnstable Old Kinq'i Highway I -— Conn ittee ' I I I 4 FRONT ELEVATION 6 R 4 LEFT ELEVATION y.d SCALE: DRAWING NO.: COTUIT BAY DESIGN.LL . v NEW GARAGE FOR: ��DATE V-0° B 43 BREWSTER ROAD /� f'� MASHPEE MA. 02649 HAMBLIN RESIDENCE ,L1`LPH.(508 274-1166 17 FAX(so�)539-9402 76 JOHN MAKI ROAD WEST BARNSTABLE, MA F I - I - SEP (16?111.7 PLANNING 8 DEVEL PMENT i �ppsov ° ® oid of Ba�nst Ole go f.11A(,omen lle�WaY FRONT ELEVATION 4, 12 Q e it h SIDE ELEVATION B COTUIT BAY DESIGN,LLCM NEW ADDITION/REMODELING FOR. SCALE: oaawlNCNo.:43 BREWSTER ROAD 1/4"-1 MASHPEE MA. 02649 HAMBLIN RESIDENCE DATE: �� PH.(508)2'/4-1186 FAX )539-9402 �* 76 JOHN MAKI ROAD WEST BARNSTABLE, MA si,nol7 i The Commonwealth of Massachusetts Department of Indtcytdal.Accidents 1.Congress Street,Suite 100 Bost©n,M .02114-2017 HvIr►umass.gov/dia. Workers'Compensation Insurance Affidavit:General Businesses. TO BE FILED WITH THE PERMM71NG AUTHORITY. Avylicant Information Please Print Le ibl Business/Organization Name: Address: City/State/Zip: ay.zke V v `\� I y 1� _ Phone#: Are you an employer?Check the appropriate box: Business Type(required): 1.M—I am a employer with employees(full and/ 5. ❑Retail or part-time).' 6. ❑RestaurantBar/Eating Establishment 2.❑ I am a sole proprietor or partnership and have no 7. ❑Office and/or Sales(incl.real estate,auto,etc.) employees working for me in any capacity. [No workers'comp.insurance required] 8• ❑Non-profit 3.❑ We are a corporation and its officers have exercised 9. ❑Entertainment their right of exemption per c. 152,§1(4),and we have 10.❑Manufacturing no employees.[No workers'comp.insurance required]* •1 LD Health Care 4.❑ We are a non-profit organization,staffed by volunteers, with no employees.[No workers'cotnp.insurance req:] 12.❑Other *Anya scant that checks box#1 musi also fill outthe section below showing theirmorkers'.co nation policy infoima ion.. PPI• $. .� P cY. "If the corporate officers Have exempted themselves,but the corporation has other employees,a workers'compensation policy is required and such an organization should check box#1: I am an employer that is providing workers'compensation insurance for my emplayees. Below is the policy information. Insurance Company Name: Insurer's Address: City/State/Zip:ce 1-� 2 �,U Policy#or Self-ins.Lic.# �� —o�` ��b; ��r Expiration Date: '\O N�_ 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 STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby! rfi ,un r t ai an penalties ojperjury that the information provided�bo a is tru and correct Si ature: Date Phone#: Official use only. Do not write in this area,to be completed by.city ortown official City or Town: Permit/License#. Issuing Authority(circle one): . 1.Board of Health 2.Building Department.3.-Cityn.own Clerk 4.Licensing Board 5.Selectmen's Office 6.Other Contact Person: Phone#: www.mass.gov/dia 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 than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because.of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate.a business or to construct'.buildings in the.commonwealth for any applicant who has not produced acceptable evidence of compgancewith.'the insurance coverage required." Additionally,MGL chapter 152,§ZC('n staters"Neither the.dominonwealth 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 your insurance company's name,address and phone number along with a certificate of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to cant'workers'compensation insurance. If an LLC or LLP does have employees,a policy is required:Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers'compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for.you to fill out in the event.the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the.permittlicense number which Vill be used as.a:reference number.Tn 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). A copy of the:affidavitthat:has been offici ally:stampedor marked by the city or town may be provided to the applicant as proof that'a'valid affidavit is o.n for future permits-or licenses..Anew affidavit must be filled out each year.Where a-home owner or citizen:is obtining.a license or permit not-related to any business or commercial venture(i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street Boston,MA 02114-2017 Tel.#617-727-4900 ext. 7406 or 1-877-MASSAFE Fax#617-727-7749 www.mass.gov/dia Form Revised 02-23-15 I HIS ULK 1 IFIt;A It:OF INSUKANUL UUtS NU I GUNS I I I U It:A UUN I KAU 1 lit 1 VVttN I lit ISSUINU INSUKtK(S),AU I HUKILtU KtYKtStN I A I IV t OR PRODUCER,AND THE CERTIFICATE HOLDER. IM,PORTAI4T: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, ceftain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAME: NORTHWOOD ESHBAUGH INS PHONE FAX 540 MAIN ST AIC,No,Ext: AC. No): E-MAIL ADDRESS: HYANNIS MA 02601 27JDD INSURER S)AFFORDING COVERAGE NAIC# INSURERA:TRAVELERS PROPERTY CASUALTY COMPANY OF AMERICA 236115 INSURED INSURER B: DEAN F STANLEY BUILDING INSURERC: CONTRACTOR INC INSURERD: 359 CAPT LIJAHS ROAD CENTERVILLE MA 02632 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDDNYYY MMID YY11 LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE ❑OCCUR PREMISES a occurrence) $ MED EXP(Any oneperson) S PERSONAL&ADV INJURY S GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S POLICYF-1PROJECT a LOC PRODUCTS—COMPIOPAGG S $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT a accident $ ANY AUTO BODILY INJURY Perperson) $ OWNED AUTOS SCHEDULED BODILY INJURY Per accident S ONLY AUTOS PROPERTY DAMAGE HIRED AUTOS NON-OWNED (Per accident S ONLY AUTOS ONLY S UMBRELLA LIAR OCCUR EACH OCCURRENCE S EXCESS LIAR I CLAIMS-MADE AGGREGATE S DED IRETENTION S S WORKERS COMPENSATION PER OTH- A AND EMPLOYERS'LIABILITY (7PJUS-2E49857-5-17) 10-08—17 10-08—18 X ISTATUTE I ER ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? YIN E.L.EACH ACCIDENT S 100,000 (Mandatory in NH) Y NIA N 100.000 EL.DISEASE—EA EMPLOYE S It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE—POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. SG & D INSURANCE AGCY LL AUTHORIZED REPRESENTATIVE 540 MAIN ST STE 9 HYANNIS MA 02601 Let, ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 1 ec,11,112)aOVuaeaAX,Ql�11l,q jCLC�Ct9eClQ — Office of Consumer Affairs&Business Regulatior' -_-( HOME IMPROVEMENT CONTRACTOR - - ,Type: Individual -_ ,Re'istration Ex it tion a ' _ 1:32149 12/07/2018 i Dean F. =_ = •Stanley; Dean Stanley = f 359 Capt.Lijah Centerville, MA 02632 Undersecretary a Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Const% tiori ISdpervisor r CS-035037 PE pires: 01/19/2020 DEAN F STANLEY J 359 CAPTAINIIJAH RD,' ' CENTERVILLE MA 02632 tt Commissioner CZ . . --.. The Commonwealth of Massachusetts ' Departmentof Industrial AccUmts Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.govldia Workers' Compensation Imurance Affidavit:Builders/Contractors/Electricians/PIumbers Applicant Information / / Please Print Le 'bl Name(Business/organiz don/lndhiduai)• (�'�✓I � � 41 i1 Address: �(J ��n ��; (2 c( City/State/Zip:W I k0 t Phone 9: Are you an employer?Check the appropriate bow Type of projeef(required): 1.❑ I am a employer with 4. �I am a general contractor and I leave hired the sob-contractors 6. ❑New construction employees(fall and/or part-time).*2.ElI am a sole proprietor or partner- listed on the attached sheet 7. R anode' •� ship and have no employees These sub-contractors have g,-[]Demolition working for me in any capacity. employees and have workers' 9. Building addition- [No workers'comp.insuurance gyp•insurance.$ required] 5. 0 Wo are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Phunbing repairs or additions myself.[No workers' comp. right of exemption per MOL 12.0 goof repairs insurance r ed. t c.152, §1(4),and we have no ] employees.[No workers' 13.❑Other comp.insuaance required.] *Amy applicant that checks box#1 must also fi11 out the section below showing their workers'compensation policy information. 1 t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit mdicafmg such. �Contracturs that check this box must attached an additional sheet showing the name of the sub-rontactors and state Whether or uotthoso entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. . I am an employer that isproviding workers'conTensadon insurance for my employees. Below is thepoUry and job site information. Issuance 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 ime up to$1,500.00 and/or one-year imprisomnent,as well as civil penalties in the foffi of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi VIder the pains and penalties ofperjwy that the informationprovidad�abbo/ve is tS aeeaand correct Date: (✓ / a Ph e:one# Official use only. Do not write in this area,to be completed by city or town of,7idd City or Town: PerinitUcense# 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 ofTMF�ti TOWN OF BARNSTABLE BUILDING DEPARTMENT APPLICATION FOR CERTIFICATE OF OCCUPANCY ''rEn t a Date Building permit application number map/par Address of structure Area of structure C.O.will be issued to Name of Tenant Edition of Building Code Use and Occupancy Classification Type of Construction Design Occupant Load Is the facility licensed by a State agency Yes ❑ No If Yes If yes, name of agency Relevant Code of MA Regulations(CMR)that apply Automatic Sprinkler System Sprinklers provided? Yes ❑ No ❑ Sprinklers required? Yes ❑ No ❑ Building Department Use only Special Conditions: Y l • ,. Section 9- Construction Supervisor Name1 0 Telephone Number K-Q�- -q'Z�'- ��((DG Address N DT�.��A`� ity p W-N� State N�—zip G 9-C g��c License Numberp'Sy?�:j License Type Expiration Date Contractors Email IOSA/� _k `-3)Sc� �{,� � , �.N\ Cell# '-'� �-0q(g6 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 docu mentatio ed by 780 d the Town of Bamstable.Attach a copy of your license Signature Date �j 11 /1 Sectio 10—Home Improvement Contractor Name U Tel hone Number u 1 Address _4ity NtA VV \ e- State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State B 'ding Code. I understand the construction inspection procedures,specific inspections and docuunentatio req . d by 780 ble.Attach a copy of your H.I.0.. Signature Date Section 11 —Home Owners License Exemption Home Owners Name: �� j NK 0 441 Telephone Number ( 73 ( Cell or Work Number Shp,e., 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 re y 780 CMR and the Town of Barnstable. Signature Date ` APPLICANT SIGNATURE Signature Date ' Print Name cc, ( -�Gjr�, S�;� Telephone Number E-mail permit to: 106C, GoY-'CG S('4t'y Last updated: 11/7/2017 Section 12 —Department Sign,-Offs Y Health Department ❑ Zoning Board (if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ `' Fire Department ❑ Conservation t� For commercial work,please take your plans directly to the fire department for approval, ti �j Section 13 — Owner's Authorization I, , as Owner of the-subject property hereby r authorize • to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date Print Name 1 `I s Last updated: 11/7/2017 12'-0" 12'-0" HARVEY 2442 DOUBLEHUNG 4,_ „ 1 DN. v 91 01, 3,-4„ 2 6 AL C? UC) �CCESS M N r U � IANEL N II VSSSK'��''LIGHT I BATH LABQVE tOD IX 3' r 1,_6„ 10 2'6"x 6'8" I 1'-6" iv Lo HARVEY 1q O HARVEY N A31 S'' A31 STORAGE ro HARVEY HARVEY °o A31 A31 c o �? 1 M ('M A5 4( A5 HARVEY HARVEY A31 - N A31 in r N I II � ACCESSI ,ACCESS PANEL I TANEL _ I I N 1 i I I i ..I I I I I I I ' HARVEY HARVEY 2442 I I 2442 DOUBLEHUNG I I DOUBLEHUNG 10'-7 1/2" - " 10'-7 1/2" LI —LINE OF BEAM ABOVE 1 li 24'-0" i C cON DETAIL S SECOND FLOOR PLAN TION REQUIREMENTS) !; EMENT SLAB CRAWL SPACE WAL ALUE R-VALUE 4 FT.DEEP) 15/19 • �s s\t' r R OR EXTERIOR SEMENT WALL EMENTS s� " gas TERIOR :°.v aa. 4E qaw Tv. YZ SCALE DRAWING NO. : 1/411 = 1 1-011 1 ' ( DATE : ST BARNSTABLE , MA 11/14/2017 r fit, 4- o V�nfr r, �14 BUILDING DEPT OCT 2 a 2018 TOWN OF BARNSTABLE ,.� Town of Barnstable Building _ . r . . . . _ aPost This Card So That it is Visible From the Street-Approved Plans, be Retained on Job and this Card Must be�Kept � . -. t ME& - Permit � Posted Until Final Inspection Has Been Made. - �.� erm „ter` ,Where a Certificate of Occupancy is Required,c such Building shall Not be Occupied until a-Final Inspectionfias been'made. Permit NO. B-17-3881 Applicant Name: DEAN F STANLEY Approvals Date Issued: 11/20/2017 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 05/20/2018 Foundation: Residential Map/Lot: 217-020-XO3 Zoning District: RF Sheathing: ! Location: 76 JOHN MAKI ROAD,WEST BARNSTABLE Contractor Name: DEAN F STANLEY Framing: 1// ;!/ Owner on Record: HAMBLIN,PAUL A Contractor License: CS-035037 2 Address: 76 JOHN MAKI ROAD " Est. Project Cost: $12,000.00 Chimney: WEST BARNSTABLE, MA 02668 Permit Fee: $170.00 t E Description: FINISH EXISTING SECOND FLOOR-2 BEDROOMS 1 BATH- Insulation: /A mfL ft � INSULATION SHEETROCK FINISH WORK ( Fee Paid: $ 170.00 t Date: 11/20/2017 Final: Project Review Req: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. 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 and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. _ --- Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work:! 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where atoplicable,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: "Person$contracting 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 PERMIT APPLICATION Map Parcel d� V X v.� Pp A" lication #. '— Health Division Date Issuedje Conservation Division Planning Dept. I// � Permit Fee Date Definitive Plan Approved by Planning Board _ ��� � + 70 �l I Historic - OKH _ Preservation/ Hyannis NO.c.. fy4d��n Project Street Address I C A- Village W .-RNA ' Owner V ``� Address Telephone '�l Z _ �� Permit Request .1, . w^ V iGO . c Square feet: 1st floor: existing proposed 2nd floor: existingproposed Total new 0 Zoning District Flood Plain Groundwater Overlay Project Valuation 6> Construction Type Lot.Size 'X �t Grandfathered: Q Yes ❑ No If yes, attach supporting documentation. Dwelling Type: .Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: AYes ❑ No On Old King's Highway: Yes ❑ No Basement Type: J.Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) © Basement Unfinished Area (sq.ft) \Q-(c>0 Number of Baths: Full: existing \ new Half: existing new Number of Bedrooms: existinga new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: AGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes �Mo Fireplaces: Existing New Existing wood/coal stove: ❑Yes No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Q .,Yes \ No . If yes, site plan review# Current Use .e E Proposed Use �e APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 1 Telephone Number Address o License # 0:%.- '( Home Improvement Contractor# �_ Email �D(Y\ Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE I F r FOR OFFICIAL USE ONLY It . ` APPLICATION # i DATE ISSUED MAP/ PARCEL NO. _ ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION f FRAME i ' INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING . DATE CLOSED OUT ASSOCIATION PLAN NO. ' ' I HIS(;tK I IHUA It:UI-INSUKANUt UUtS NU I GUNS I I I U It:A(;UN I KAI;I bt:I WttN I Ht ISSUING INSUKtK(S),AU I HUKILtU KtI-KtStN I A I IV t OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSUREDaprovisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAME: NORTHWOOD ESHBAUGH INS PHONE FAX 540 MAIN ST (AIC,No,Ext: (AIC.No): E-MAIL ADDRESS: HYANNIS MA 02601 27JDD INSURER(S)AFFORDING COVERAGE NAIC is INSURER A:TRAVELERS PROPERTY CASUALTY COMPANY OF AMERICA 236115 INSURED INSURER B: DEAN F STANLEY BUILDING INSURERC: CONTRACTOR INC 359 CAPT LIJAHS ROAD INSURERD: CENTERVILLE MA 02632 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYY MM/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS MADE OCCUR PREMISES Ea occurrence S MED EXP(Any oneperson) S PERSONAL&ADV INJURY S GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑PROJECT EJ LOC PRODUCTS—COMP/OPAGG S $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY Per personj S OWNED AUTOS SCHEDULED BODILY INJURY Per accident S I HONLY AUTOS PROPERTY DAMAGE HIRED AUTOS NON-OWNED ONLY AUTOS ONLY (Per accident $ 5 UMBRELLA LAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE 5 DED RETENTION $ S WORKERS COMPENSATION PER OTH- A AND EMPLOYERS'LIABILITY (7PJUB-2E49857-5-1 7) 10-08-17 10-08-18 X STATUTE ER ANY PROPRIETORIPARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? Y/N E.L.EACH ACGDENT S 100,000 (Mandatory in NH) NIA N Y EL.DISEASE—EA EMPLOYEE S 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE—POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. SG & D INSURANCE AGCY LL AUTHORIZED REPRESENTATIVE 540 MAIN ST STE 9 HYANNIS MA 02601 ©1988-2015 ACORD CORPORATION.All rights reserved.. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD a I 27w CommornveaMt ofMazYarJruYd& Depmraffent ofrhd-=tdd Acdderrtr Bice ofrm-w_s aldons 6VO Washington,Srtreet Boston,t4ZA 02.U1 wFvmmaY&govfdia Warkers' Canzpensa an Insn-mce Affidavit:Builders/CantractorsMecfic'anrJPlumhers A_pplcan#Inform, fiun Please Print E,e�ly Adam: c �njD, Cod Are you an employer?Checkthe appropriate bcm LW I am a emplayer with '3 4_ ❑I am a general contmctor and I Type of project(required): emlgltsyees(fish andfor part-lime)- * liave hired the snfr-rortactos 6. XtNew crostruttion 2.❑ I am a sale proprietcw ar paler- listed on the.attached sheet. 7 ❑Remodahng s we sub-contractors hake 9�p and have no employees • 8_-❑Demzolififln: wading, ftrmm� employees andbave wodwre arldab � 9. Buildiag acidibiots [No wodoees' comp.r�t>�*+ce camp Rwrartm 1Q[A Ruildi1 oradc ions rye-) . 5. ❑ We are a corporafim and its 0 repairs officers have exercised their 3_ElI am a bay fining all work1 L❑Plutabing repairs or adeiihons• myself o wodcars' TiE#of egemgfion per MGL 7 152 I aadwe have no 1?El Roof regairs fncncas�rgr��gd J[ C. ,� �� employees.[Nowoticers' 13_❑Other cow_msmmice mquiral 'Bay in dustehedmbcxffltine also ffiout1hesecfroab9vwsh0Tdnr_fli&wwkerea=penm&nporkyinfn==5= T 3=eMneateho sabot this ffdZVA MEMfing tbr_y ue doing&Uw-is mA gum bim autode co=h3rt= mst saBm3t a new affidal&mdicsdao sacra. TCaatzsctoa$>st cbecicthis bmc nta�wed xaaddi6onar sheet sbnuisagtbenzme of the snb-co�r�rs�el st�ee whether arnot•thase emitieshr� empkyew.'Lfthesvbtaat XCtMbxce employees,they I pmv-idetheir wmima'tamp.paLcy.1 W_ I ant an employer die isprar itb war&ers'caugww duct inmirarwa or trey*employees ,SeIoiv is tfeepoFiey erred job sits informaliom i Tnw�ranceCampangAFame: � ��}V� \��s. . "Paficy 44 or SeFf-ice Tic_A �-'C�(A�t ct Fri T7'' — \� EspimtiouDate: \C7 Job Tite Adds h\r" r'itfach a copy of the workers'compensationpolicp•declaration Me-(showing the policy numberand expiration date). Faiinre to secom coverage as requiredunder Section 25A of MGL c.15-7 can lead to the imposition of ccimmai penatffiss of a fine up to$I. OD OU andfor one-year imptisortmerd,as well as civil penalties is fhe form of a STOP WORK ORDER and a fine of up to$MOO a day a�-,ainst the violator. Be adi ised drat a copy of this zbdemect,maybe forwarded to the Office of Investagatiom offhe DIA for insuranc¢coverage y Ida TzerrA6Y udrt e °f$a�ixrr}'tha file itrfarma#r'aupmt r£ed above is bw and carrel Sivcxatnr�- ` Date: armed mw wjry Do not write in tfds area,ter be cmnpTeted by city artown tx ftiaL City or Town: PerrmtlLicewe# Leg Anlhority(eucleone): L Board of Halth 2.BuTdmg Department 3.CRy/£owa Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Confact Person: Phone#: 6 ormation and last ructions Mw,-�hrzc s Ge-jeral Laws c 152 regmxes all��to gnsvide W01kr 'c��on fis their employees_ g¢rsa�tto this statute,an employee is defined as.¢_eve2ypeas6nin.fie seavice of another under any contract of hire, express or jcmp ied,'oral or wrhen." defined as`raa mdividuSl,partr►�,awDch on,omporatton or othm legal entify,or any two or ml= Am�ky� aid inch fie legal sepres�atives of a deceased employer,or tfie Of.fie faregoing engaged is aJoint ��g�plDy� ev Hower the er Z=Miv or tra stee of an m partoeas ip,associabun or offieg Ie921 entity, owner of a dweIIa;g house having not more than tI=apartments and who rrsi des fimmioh or the:oaxcpam of the- dweIIing house of another who employsan persons to do main .con*acto on or repair walk am such dwelling house or on the grounds or bm7dmg appur���e7D dnllnotbecanse of snrh emplapmeutbe deemed to be an emPloyea" MGL chapter 152,§75C(6)also states that¢every star or local Iirp^�agency sB LU withhold ffie issn=cs or i renewal of a Bcexzse or permit to operate a business or to construct b•urMdmgs in the commonwealth for airy applicantwho bas notproduced acceptable evidence of compliance wdh the assurance coved•age requites-" AdcffiionaIly,M TC_cbzpt=752,§26C�7)sus'Neither the cammumweaM nor gay offs political snbdivisims shall =tz fitD any contract for the performance ofpublio work uahl acceptable evidence of campliancewiifi ifie insurance•, req==ea3fs of this rliaptrahavebe=presented to fie rnntacting.m3thoi¢y:' Applicants Please:fill o�± Ifie worms'compmsation affidavit completely,by g&o boxes that apply to your siEaail on and,if necesmy, Ply sub-mntrac 3r(s)name(s), addresses)mdphcneanmb°r(s) aIongwIftfa sc-ertfIca`b*)of awes ar L=itedLiabr7iip•P s(�)wiftno employees other i the ice_ LmmitedLubla Comp (�� members or partner are not rimed to cagy warkeas'compmsafian insaranm If an LLC or=does have employees,apolicy rsregofied. Be advisedthat this af&dayitmaybe sn to the Department of IndnsErial Accident fur comf mnalian of f Lmmmce coverage. Also be sure to sign and date to affidavit T1ie of&davit should be• vft=ed to fie city or townthat the application for the peaait or license is being requestA not th a Deparfrnent of Tnrfin.ciri al�4 zadffifs. Shunldyou have any guest<Ons regarding fie law or¢you.are rcgmred to obtain a worio�rs compmsation policy;please call rhoDepartnentatihennmbes listed below. Self-rosinedc`mP2m esshouldeatertheir self-insurance l Haase number On the line City or Town Officials . t Please be sore that fie afftdavif is complete and.prinfed Iegily. The,Depa i menthas provided a space at the bottom you to fry out mthe event the Office oflnvestlocat�oas has to conlactyoIIrEgardmg tfie applicant of the affidavit for y P lease be m=to f M in the pemmitMc:mse mrnbm which wM be used as a jtferemce namb� In adfition,an applicant that must snbmit multiple pemilicros0 appliba ims in any given year',need only salmit ane affidavit indicating=Mt p olicy bfoaaation Cif necessary)and under"lob Site-A dose"the applicam should write"all Iacatbns in. (c ItY or town)-"A copy of tim affidavit that has ben officially stamped or mazes bytha city ar t awn may be provided to� applicant as proofthat a valid affidavit is on file for fatm8'pemuts or licenses Anew affidavit roust be f Meti Oi each year.Where a home owner or citizen is obtaining a license or permit not related in any business or commercial vie (ie.a dog license or permit to bum Ieaves etc.)said person.is NoT required to campIctB this affidavit I1ie Office of rnvestigafi=would �oe th l to ank yom in.advm=for your coopedion and sbould you have any gIIestios, please do not besifaft to givens a caIL The gepari mes address,tnlephume and fax number: ` ' CGnm3oa-9MtiE of I cb - D Mt chid k Aoui3anta ' face of�esf�tio� �� Stirrer Ta�61'1-' -49W oxt 406 car 1477 M GAF Fax#6.7`27 7M govfsed 424-U7 p w xaasg_�trfdia OFTNE Tqy, Town of Barnstable ~O Building Department snxxsresi.E. MAS& Brian Florence,CBO ' Building Commissioner ED hAA'I 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This.Section If Using A Builder Ls , as Owner of the subject property IQ)hereby authorize Pr to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final Zikons are performed and accepte . Signature of Owner Signature of Ap ' YI�A -�A-*9\\', 4 CA -J, Ap- Print Name Print Name Date Q:FORM&OWNERPERMISSIONPOOLS Rev:10/17 Town of 15arnstablt oFtHe row Building Department c� Brian Florence CBO Building Commissioner BARN MASS. 200 Main Street, Hyannis,MA 02601 t639. �0 ATED MA't p www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEQWNER LICENSE EXEMPTION, Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# 1 CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official . Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the.responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In'this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require, as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns: You may care to amend and adopt such a form/certification for use in your community. u• -- - ¢ w't—w"fir..r'-'•"_-'"- N //�''\�� 1 ..p. ,i15'�'6-/�SeTuSOC•_ I - —. SQif. Mc ,. fbF- . � - •FILOR . R:V:-L 9.9F9FT73VS - /^ U. 1 • 1-4 i. t • • � � - - ... - � sue- APPROVED -. ,, z - • : . . '�• _ ,-e- _- d -, - - — --.� — - APR 2 015 - _ ... 2 2 l 4• I tom_cF -: t ---- Town of Barnstable O1 c I ; a g's Highway • � % � ..>`. _ d toCommittee _� - - �.' a�yvFs.- � r 'a { 7b•sc•�.`fJiakCS�4_. i r '• j `t r7 ro •" ,- ,gyp_ I .._f' 1 _ � - _ _ � ��, ' ,• _ .. �• ... .. .._. .. .._ _.._. - —,J •3e.a —__'�ii�5�-. -- ��� _LIB � .. - - Demigma CL'.:IIi _ -- 1., ;..t . - 77423 Q 2— 1 L OdP- 1 (S,c.l�D — 9/go/1S om for N uA. 6�rn TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION a Map., Parcel Z pp O O Application #Qv I b Health Division i Date Issued Conservation Division Application Fee Q �00 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Mir _ Preservation/ Hyannis Project Street Address 7C� A Village w e—s— Owner ti J l�'S1\k rl Address \S� �-A P S.d� �Qd` I''W RSi� S M-11 Telephone Permit Request % 2 S APA `\Z�M tl o0 U`is• ACT Square feet: 1 st floor: existing proposed 9TO 2nd floor: existing proposed 66 0 Total new \%4k Zoning District Flood Plain Groundwater Overlay Project Valuation Wao p©tea Construction Type \Oo Lot Size '-1(; ., Grandfathered: ❑Yes gNo If yes, attach supporting documentation. Dwelling Type: Single Family )11, Two Family ❑ Multi-Family (# units) Age of Existing Structure N,�,,e....0 Historic House: ❑Yes ❑ No On Old King's Highway: AYes ❑ No Basement Type: I Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) O Basement Unfinished Area (sq.ft) Number of Baths: Full: existing _ new Half: existing _ new Number of Bedrooms: existing 3 new Total Room Count (not including baths): existing new First Floor Room Count-_ cD Heat Type and Fuel: *Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes §tNo Fireplaces: Existing ' New Existing wood/ oal stove: ❑Q-7-5's ONo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ xisting ;0 new size_ Attached garage: ❑ existing ,❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes A.No If yes, site plan review # Q Current Use �j"/-�C�-� � Proposed Use �e-S i c✓\2:N.� k, L\ APPLICANT INFORMATION w= _ (BUILDER OR HOMEOWNER) Name Telephone Number Address A_�-� License # © �C> '7 Q- e v I\, Home Improvement Contractor# Worker's Compensation # IR:K 0!j�-!Q. 'k9 S7S-\`t ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO I SIGNATURE DATE bo x FOR.OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE F OWNER ° s DATE OF INSPECTION: � FO_UNDATI©N3© P- o x� �3 p�� } FRAME "3 1��,( I o</.fI�7J�,E ,!INSULATION;,,, FIREPLACE T►fRo11"VI13Iifl¢Asck, ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 4` GAS:. ROUGH FINAL FINAL BUILDING DATE_ CLOSED OUT ASSOCIATION PLAN NO. I Carrr;•Itxartfwafth ofMassachuseffs DeprhMMt atfi drrstr.ial Accidents Office of-&Vd z`grrtians 600 Mrshirrgfon S&eet $astary,MA 02111. wmvn rnwmgai-Mia ',ork-ers' Compe»afionlnsuranceAffidavit Blinders/Contra:ctorsMectriciansMumbers Applicant Infarmation Please Print Iej�ibly- Dame(BusineB Organir�onadividnan: Address: `3S AA. CiWStat�lZip: rt e,t�J ti Phone 5D�- -�02 Are you an employer?Check the appropriate bay I_[NI am a employer with 4_ I atns . contractor and'I Tye°#�o]�(re�nired):: S employees(full andlorpart-#ime}_* have hired.thesub-conbmcto_s. 6_ []New ou listed on fire attached sheet Y- ❑Remodeliag 2_❑ I am a sole Proprietor orpartner- Z�sub-contractors�,e ship and have no employees %- Demolitioa -working for nm in any capa t3�_cf employees and have worIcers' � 4_ ❑Building additicn [I�fo workers' comp_inert e, comp_insurat 5_❑ V&are a eorpotationand i.fs 1G.C]Dectrical repairs or aci�;'fiorus I❑ JAM a hamerluMer doing all wark oifirzrs have exeressed flies I I_.Q Plumbing rep wils or ad itic�s myself [No workers'mmp right of e�zm tioa per MGL 12-0 Roof i mmm�cerequired.]1 c-152. §1(4) and we h.�-mno, repairs employees_[No W-Azers' 13_0 O.thet comp-insm-aam required.'' *Any-pTinmt dot chadLs box rl mast also f M oiA the sectiaa below shawucg inns wo3cea'com-,,•m ti oa poise iufnmz is� T HnmeawnEs abo submit this afdxvif InEcltmK wey ace doing nH irmk and then hire oxhide coutrac—.as imist submit a,m:a:Edrif m r:,rstm-sar2 tCCmimcmrs Yost cheric this box mist sttadmd ao xddid —I sheet shbvdng or:t the nzme o e s utIconIr--cbr-s xad 5,whether ornnt t1mse des&--s` employees- if the mbrcontacfats h.-m emp&ogees,daT must pmvide their worlers'comp-palicy number. .Tara arc e pZayer that isgrmd g t.i orl<ers'compRrrsalin.tt irLuirance far rrry'astpinyess. He.?aty is the pa£rcy and job s:frr information ,� Insurance Company Name: A U e-�_e �S Policy fr or Self inp,Lic-k. `` N V Expiration.Date: k Q—$—k 1 ` fob Site Addre,s: r� V��x-�. Cif,"fStatelzip:1JJ4�\ Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure cave-rage as required under Section 25A of 1t2GL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.Oa andlor one-yearimpris ,as well as cirril penalties in Sze foam of a SWOP WORK ORDPPaad a Esc of'up to$250-00 a.day against the violator_ Be advised that a copy of this stat€=t maybe forwarded to the Office.of IrEregtigations of ffie DIA far in cz coverage verification_ I da hereby irder tks pa aIiias afp¢dutp f3ratfhe irrforraian praiz abvs e .h us and correct Sianattae: Date: Phone-9- Sd�-DES 3'' C Offioial use only. Da not write in this area,b bs completed by Gift':ar farm a cial Cite or Towa: Pm-m tUcease Issuing Authority(drde oae).: 1.Board of Health 2.Buffdimg Department Cityffavm Clerk 4.Eler-trical.fuspector S.Plumbing hiT ctor 6.Other Contact Person: Phme m_ 6 Information and Instflictions Massachusetts Creneral Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute, an employee is defined as"._.every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other Iegal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local Licensing agency shall Ritbbold the issuance or renewal of a license or permit to operate a business or to construct buildings in the comanonrr_alth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally, MGL chapter 152, §25C(7)states"Neithr-r the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of comph..�ce,,kzh the insurance requirements of this chapter have been presented to the contracting authority_" Applicants Please,fill out the workers' compensation affidavit completely,by checkhrg the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone numbers)along vi ith their cerl-iEuufc(s) of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(LLP)with no ems,-plcy� s other than the members or partners,are not required to carry workers' compensation insurance. If an LL.0 or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Dep aru-nent of Industrial Accidents for confirmation of in urance Coverage. Also be scare to sign and date the auidavrt T1 e-of davit should be retuned to the city or town that the application for the permit or license is being requested ;tot tuhe Deparment of Industrial Accidents. Should you have any questions regarding the law or if you are required to obt ;ln a workers' compensation policy,please call the Department at the number listed below. Sell insured comp antes 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 luvestigations 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 permitllicense app lit ations is any given year,need only submit,one afffi-davit indicating current policy information (if necessary) and under"Job Site Address"the applicant should vrrite"ail locations is (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or.town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses_ A new affidavit must be;filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc:.)said person is NOT required to complete his al$da:-it 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: 'moo Commonwtan of Massachusetts Depaitmmt of Industrial AccOenhs Qzce ofZuvatFaus 600 Wa.I , gtaa gtz_-et W. 617 72?-4}00 ext 406 or 1-977-MAS r Revised 4-24-07 Fax l� 617-7 27-7749 I !l/( 1J"a 9V I W VVI.JM .a a.µv.• S.. ... .._.—._.__ _ --_ __.r._ .. ___ Kassachusetts Checklist for CompLianee(780 cn-rrz5301 .1.1)` Chock Compliance 1.1 SCOPE Wind Speed(3-sec. gust)........................................._..........._.......................................................... 110 mph Wnd Exposure Category . Wind Exposure Category................Engineering Required For Entire Project...................................:..:C 12 APPLICABILfTY . Number o Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories Roof Pitch ............(Fig 2) ......_... _ ............................ -.... _12 12 Mean Roof Height . ......................•••-._.......... ......_.:....---(Fig 2).................................................' ft <•83' . Building Width,W ................_.... _ft :5BO' ..................................... . .(Fig 3)...... . ........................_.._...._. Building Length, L ..........................(Fig 3)........................... _ s ' Building Aspect Ratio(UW) ...............................................(Fig 4).................................................. <_3:1 Nominal Height of Tallest Opening .............................:.....(Fig 4)................................................. 6�8• 1.3 FRAMING CONNECTIONS General compliance with framing cflnnections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..........................................:.::........................................................._...,................... ConcreteMasonry.......--••--•----•-----•--.................................................•...........:........................_:_... 2.2 ANCHORAGE TO FOUNDATION' 5/8"Anchor Boltstimbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ........................................:.(Table 4)............................................... in. Bolt Spacing from endrjoint of plate................a............(Fig-5)..................................... in.:5 6"-12', Bolt Embedment—concrete.................................................................(Flg 5)..........-•••-•........... > --in. Bolt Embedment—masonry..........................................(Fig 5)....................................... ... in._>15' PlateWasher..................................................................(Fig 5).............................................. 3"x 3'x%' 3.1 FLOORS Floor-framing member spans checked ...............................(per 780 CMR Chapter 55).............................-.... Maximum Floor Opening Dimension.....•.............................(Fig 6)................................................... ft 512' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall'(Fig 6)......................................... Maximum Floor Joist Setbacks SuppDMng Loadbearing Wallis or Sheanvall................(Fig 7)...................................................._ft sd Maximum Cantilevered Floor Joists_ Supporting Loadbearing Walls or Sheanvall................(Fig 3) .................................................... ft s d FloorBracingat Endwalls.........................:..........................(Fig 9)........_....--................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)................................... Floor Sheathing Thickness ......•..............:.....................:...:.(per 780 CMR Chapter 55).:.................... in- Floor SheathingFastening..............................................:...(Table 2).._d nails at in edge 1_in field 4.1 WALLS Wall Height _ Loadbearing walls.......... ..............................................(Fig 10 and Table 5)..............-..........._ft s 10'. Non-Loadbearing walls.:....:.....:...................................(Fig 10 and Table 5)........................... ft 5 20' Wall Stud Spacing ..........................::............................(Fig 10 and Table 5)..................._in.<—24"o.c. Wall Story Offsets ........................................................(Figs 7&8)............................................ ft s d 4-2 EXTERIOR•WALLS' Wood Studs Loadbearing walls........................................................(Table�r)................... _ ft in. Non-Loadbearing walls...............................................:(fable 5)...............................a, -_ft in. Gable End Wall Bracing' Full Height Endwall Studs........................... .................(Fig 10)......................................................:............ WSP•Atbc Floor Length................::...................:-----------(Fig 11)............................................. ftzW/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..........................................._ft z 0.9W - and 2 x 4 Continuous Lateral Brace @ 6 ft o.c...(Fig 11)............................................................. or 1 x 3 ceding furring strips @ 16'spacing min.with 2 x 4 blockirig'@ 4 ft spacing in end joist or truss bays Double Top Plate Splice Length ................:........:....•-•------•-•------•--..(Fig 13 and Table 6).................................... ft Splice Connection (no.of 16d common nails)..............(Table 6).........................................................= Mass A ch usetts Ch' eklist for COMPI ante (790 CKz5301.2.1..1)r Loadbeadng Wall Connections, Lateral(no-of 16d common nails) (T ) Non-Luadbearing Wall Connections Lateral(no-of 16d common nails)....._.........................(fable 8)...................................................._-. Load Bearing'Wall Openings(record largest opening but check all openings for coniprrance to Table 9) Header Spans ._ ....(fable 9).............................._....—ft_in.511' Sill Plate Spans .....(fable 9).............._..................—ft in.<11' Fun Height Studs (no.of-studs).....................--••-•----•-•-(Table 9).....................-................................ Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans..............................................................Fable 9)................. ...... ft in.512' Sill Plate Spans...........................................................(Table 9) ..... ft_in.5 12' Full Height Strrds (no.of studs)...._.................. .........(Table 9).............................................. -.---• Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Bulling Dimension, W Nominal Height of Tallest OpeningZ ..............................................................................._6'8' SheathingType..............................................(note 4)... ................................................. Edge Nail Spacing.....................................•...(Table 10 or note 4 if less)........................ in. FeldNail Spacing...........................:..............(Table 10).................................................. Shear Connection(no.of 16d common nails)(Table 10).......................................................— Percent Full-Height Sheathing........: . :......... :...(Table 1D).....;.,......._-._......_....._..._.._....... _... %• 5%Additional Sheathing for Wall with Opehirig> 6'8'(Design Concepts)..::.:.....:........; Maximum-Building Dimension, L Nominal Height of Tallest Dpening?..........................:. _<6'8'• ....................... ................ SheathingType..............................................(note 4)............................................... Edge Nail Spacing......:.................................(Table 11 or note 4 if less).......................... in. Feld Nail Spacing...........................................(f able 11)......__.._. ....... in. Shear Connection (no,of 16d common nails)'(Table 11) .......:..........:......... .................. Percent Full-Height Sheathing........................(Table 11):..................::...........::....;........:::.. %4 5%Additional Sheathing for Wall with*Opening>6'8'(Design Concepts)...-........,..: .. Wall Cladding .• Rated for Wind Speed?............................:.................•-••....... . ---------------- 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use;AWC Span Tool,see BBRS Website) Roof Overhang (Figure 19) ............... ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................ able 12 ............................................. - pit Lateral.....-•--•••. -•(Table 12).............................................L= plf Shear---------------------- -..................(Table.l2).......................................--...S-- plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= pit Gable Rake Oudooker.........................................(Figure 20)............. ft s smaller of 2'or U2 ' Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift...................... .................. .........................................U= lb. ' Lateral(no.of 16d common nails)...(Table 14)............................. Roof Sheathing Type.............•......_.............................(per 78D CMR Chapters 58 and 59) ..........._ Roof Sheathing Thickness................•---............ - ...... ............................................._in.>_7/16'WSP Roof Sheathing Fastening...........................................(fable 2).............:................ ........................... Notes: - -1. . This checklist shall be met in its entirety,excluding the specific exception noted in 2, to comply with the requirements-of 780 CMR.53D1.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 2b Gage Straps per.Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 1Ba and Figure 18b 2 ' Exception:Opening heights of up to 8 ft.shall be permitted when 5% is added to the percent full-height sheathing.' . requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. a. From TablesA0 and 11 and location of wall sheathing and Bulding Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood S'tru6tural Panels shall be minimum thickness of 7116"and be installed as follows: t. Panels shall be installed with strength axis parallel to studs. -• ii. All horizontal joints shall occur over and be nailed to framing. . ut. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of ad staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection:a)new house or horizontal addition—required if project is 1 mile or closer to shore(generally,south of Rte.28 or north of Rfe.6) b)vertical addition—not required unless there is extensive renovation to the first floor c)replacement windows—needs energy conservation compliance only(chap 93) 6.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. WHEN THIS EDGERESTS OR FFtAAtM MEW WAS —, - ---r�--- • u rl ,1 11 Ir - ' iI II 1 3 1 II 11 ❑ it ii r t o o . t II ,t 11 o i I t a F• i . n It f d 1 i 11 11 O M I u � < 1 1 r Ir II E�ri • it ii$ i [�!Q MANIHG MEMBERS W U �+ ; I t EDGEMEF"2DLkTE 1 1 k f 1 W 1 +Td I t 11 a PI 1 tt It 11 -,� It I 1 t I 1 I ,= It t I w t I I _c 1 1 O ii it F'" 1 I t t 11,Ir H 11 1 ; ` �� � t .� i - ------- J-- DDUkEEC)GE . ,mot STAGIGEFED 3`MMJ tJA1L S?AGkJG — I NAIL PATTERN PAREL PJtidEl_ 1 t, , f ` PAW—EDGE C DOUBLE NAIL®GESPAGNG DOTAL See Detail on Next Page Vertical and Horizontal Nailing Detail • far Panel Attachment Vertical and Horizontal Nailing for Panel Attachment f Affidavit of Substantial Financial Interest l, of �e Q �d�� ��\ , on oath depose and state as foll s: 1. 1 am an applicant for a building permit for the propgrty to ate at Ma , Parpe! . The address.of the property is 7 2. I have p % legal.or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from todays date, which is - Q_o the following individuals or entities have had a 1% or greater legal or eq ' ble interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is I have had a 1% or greater legal or equitable interest in the following propert s which have been the subject of a building permit application: Map/Parcel Address (ec-tvI .G41�0 �2 5� .696 Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. . 6. Within the last ten days, l have submitted building permit applications for property in which I have a.1% or greater legal or equitable interest. 7. Within this month, I have submitted 1 building permit applications for property in which ) have a 1% legal or equitable interest. 8. Within this month, I have received L building permits for property in which I have a 1% legal or equitable interest. Signed.under the pains and penalties of p ry,.this ay of 0200_. 2001-0050/afifin 1 CVLOTTERY/AFFIDAVIT VIM Town of Barnstable Regulatory Services t Richard V.Sca%Interim Director 163g. �a Building Division Tom Perry,Building Commissioner 200 Main Sty Hymis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete.and Sign This Section ' If Using A Builder I, Raw `r , as Cornet of the subject J property hereby authorize OeA q Pi to act on ray behalf, in all matters relative to work authorized by this building permit /'AA K Rd k� i ns 6k— (Address of Job) Pool fences and alarms ate the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. - e of et Signature of Applican Print Name Print Name _ Date IUWn U1 -MU- ULU1C - Regulatory Services of Richard Y.Scab,Interim Director. ]Wdin •Division Rit7lT-CI A�+rR # Tom Perry;Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable-ma-us Office: 508-862-4038 .:Fax: 508-790-625 0 HOMMOwNER LICENSE EXEivIpnoN - Please Print DATE:. ' JOB LOCAnox.. - munber street village "HOMEOWNER": name home phone# work phone I CURRENT MAILING ADDRESS: city/tnwn clatr zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less.and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. . DEFINITION OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside,on which.there is, or is'intended-to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a fora acceptable to the Building Official,tbat he/she shall be responsible for all such work performed under the building perulit JS6ctiorl 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable'codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signaturc of Homcowncr Appi-oval of Building Official ' Note: Three-family dwellings containing 35;000 cubic feet or larger will be required to comply with the State Building Code. Section 127.0 Construction ControL HOMEOWNER'S EX39Yf IION The Code states that: "Any,homeowner performing work for which a building permit is.required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such Work,that such Homeowner shaI1 act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities'of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2:15).T..is..I..ack of awareness often results in serious problems,-particularly when the homeowner hires unlicensed persons.. In this ease;our Board cannot proceed against;the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part.of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a.form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:1wPFII.ESIFORNIMtindingpEonkf==UD PRFS&doo" 'Y, If Submitted By Wf Not Be Issued Before* December 12=December 25,2013 January 8,2014 December 26-January 8,2014- -- -January 22,2014 January 9-January 22,2014- - - --February 5,'2014 January 23-February 5,2014---- ------- ---February 19,2014 February 6-February 19,2014-- --- ----March 5,2014 February 20-March 5,2014--- -------------March 19, 2014 March 6-March 19,2014----- -- April 2,2014 March 20-April 2,2014-- - -----April 16,2014 April 3-April 16,2014------ -----April 3 0,2014 April 17-April 30,2014--- -- --May 14,2014 May 1 -May 14,2014- - .-- . ----May 28,2014 May 15-May 28,2014--------- , ---- ----June 11;2014 May 29-June 11,2014- -------------------------June 25,2014 June 12-June 25,2014----------------------------July 9, 2014 June 26-July 9, 2014 --- ------------- ----- July 23,2014 July 10, July 23,2014---------- ---------- . --August 6,2014 July 24-August 6,2014-- ------ ----- ----August 20,2014 August 7-August 20;2014------- ---- -=----September 3,2014 August 21-September 3,2014--=- --- -----September 17,2014 September 4-September 17,2014-- --------- October 1,2014 September 18-October 1,2014---- ------ ----October 15,2014 October 2-October 15;2014--- ------------- ---October 29,2014 October 16-October 29,2014- , --= -- ----November 12,2014 October 30-November 12,2014 -------------- -- --November 26,2014 November 13 -November 26,2014-- December 10, 2014 November 27-December 10,2014- -- - -----December 24,2014 December 11 -December 24,2014-- -- -January 7,2015 December 25-January 7,2015 - -- - ---January 21,2015 ' The Building Department has 30.days to review permits. DATE(MM/DD/YYYY) ACORO® CERTIFICATE OF LIABILITY INSURANCE 11/26/2014 THIS CERTIFICATE IS ISSUED AS A-MATTED OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAME: NORTHWOOD ESHBAUGH INS PHONE FAX 540 MAIN STREET A/C,No,Ext: AIC,No: E-MAIL ADDRESS: HYANNIS MA 02601 27JDD INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:TRAVELERS PROPERTY CASUALTY COMPANY OF AMERICA INSURED INSURER B: DEAN F STANLEY BUILDING INSURERC: CONTRACTOR INC 359 CAPT LIJAHS ROAD INSURERD: CENTERVILLE MA 02632 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DDIYYYY MM/DDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE S DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE OCCUR MED EXP An one person) $ PERSONAL&ADV INJURY S GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS—COMP/OP AGG POLICY PROJECT F1 LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO J�YgRULEO BODILY INJURY Perperson) $ ALL OWNED NON-OWNED BODILY INJURY Per accident $ AUTOS AUTOS PROPERTY DAMAGE HIRED AUTOS Per accident $ 'UMBRELLA LIAB EACH OCCURRENCE $ EXCESS LIAB "OCCUR CLAIMS-MADE AGGREGATE $ IDED1 IRETENTION $ $ WORKERS COMPENSATION WC STATU- OTH- A AND EMPLOYERS'LIABILITY (7PJUB-2E49857-5—1 4) 10-08—14 10-08—15 X TORYLIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? Y/N E.L.EACH ACCIDENT is 100,000 (Mandatory in NH) NIA Y E.L.DISEASE—EA EMPLOYEE$ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE—POLICY LIMIT I S 500,000 DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREFO,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. TOWN OF BARNSTABLE AUTHORIZED REPRESENTATIVE 230 MAIN ST HYA HYANNIS MA 02601 ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD TRAVELERSJ ' TRAVELERS - RMD , P.O. BOX 3556 ORLANDO FL 32802-3556 TOWN OF BARNSTABLE 230 MAIN ST HYANNIS MA 02601 m m 0 0 a d_ m ACORD CERTIFICATE OF 0 INSURANCE (On Reverse) I 002550 J r �blic Safety efts papa,tment s and Standard us ulatl on 4' " Massaof Building Regcnisor : ;. '> rd n Sup Boa Constcu�no 4351337 `icense•.C$�•`, Dso � T 63Z Cen etNVe1AA ExPi 912tatO�g ..,,Scom `92G' ,IBCGGC� Office of Consumer Affairs&Business RegulationeC/ i License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR egistration: j32149 I before the expiration date. If found return to: Y gym'• Type Office of Consumer Affairs and Business Regulation =Expirations_11/28/2016 i ���� , --__ Individual I 10 Park Plaza-Suite 5170 !DEAN F.STANL ' Boston ' I EY' I ,'MA 02116 I DEAN STANLEY �•- `F`-•-Ali===' ri ! I 359 CAPT. LIJAH RD`�'�;; CENTERVILLE,MA 02632'- Undersecretary I \ of valid withou signatu e i r REScheck Software Version 4.6.1 Compliance Certificate Project CAPE Energy Code: 2012 IECC Location: Bourne, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,360 ft2 Glazing Area 8% Climate Zone: 5 (6297 HDD) Permit Date: Permit Number: - 4 Consthittiori Site: Owner/Agent: Designee/Contractor: HAMBLIN RESIDENCE DEAN STANLEY � MA 508-737-0996 LcJ to usingCompliance: Passes UA trade-off Compliance: 1.6%Better Than Code Maximum UA: 244 Your UA: 240 M 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. Assembly or U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1,360 38.0 0.0 0.030 41 Wall 1: Wood Frame, 16"o.c. 2,000 21.0 0.0 0.057 103 Window 1: Metal Frame:Double Pane with Low-E 107 0.320 34 Door 1: Glass 63 0.320 20 Door 2: Solid 21 0.320 7 Floor 1:All-Wood joistlfruss:Over Unconditioned Space 1,360 38.0 0.0 0.026 35 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 2012 IECC requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: CAPE Report date: 05/12/15 Data filename: C:\Users\karson.RICHIES\DEAN STAN LEY-BOURN E.rck Pagel of 8 REScheck Software Version'4.6.1 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID 103.1, ;Construction drawings and ❑Complies 103.2 :documentation demonstrate ❑Does Not [PR1]1 !energy code compliance for the ® ;building envelope. ❑Not Observable ❑Not Applicable ; 103.1, ;Construction drawings and ❑Complies 103.2, !documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable ; ® !Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate 'compliance with the IECC ,Commercial Provisions. ! 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies ; 403.6 sized per ACCA Manual S based Btu/hr Btu/hr E Does Not (PR2]2 on loads calculated per ACCA Cooling:p � Cooling: g: ;❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ; ;❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CAPE Report date: 05/12/15 Data filename: C:\Users\karson.RICHIES\DEAN STAN LEY-BOURN E.rck Page 2 of 8 i 20.1.2 IECC Foundation In!$pecfiort Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation !❑Does Not and extends a minimum of 6 in. below grade. ![]Not Observable ❑Not Applicable 403.8 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does 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: CAPE Report date: 05/12/15 Data filename: C:\Users\karson.RICHIES\DEAN STAN LEY-BOURN E.rck Page 3 of 8 I Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, !Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 i I ❑Does Not ;table for values. [FRl]' I I ! ! ;❑Not Observable ; ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, I average). I PDoes Not ;table for values. 402.3.3, I 1 402.3.6, I ;❑Not Observable ; 402.5 i ; ;❑Not Applicable [FR211 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 303.1.3 ;U-factors of fenestration products ❑Complies ; [FR4]1 :are determined in accordance ❑Does Not ;with the NFRC test procedure or ;taken from the default table. ❑Not Observable ; ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; [FR23]1 kristalled per manufacturer's ❑Does Not instructions. ❑Not Observable ; ❑Not Applicable 1 , 402.4.3 !Fenestration that is not site built ❑Complies ; [FR20]1 ;is listed and labeled as meeting ❑Does Not ® IAAMA/WDMA/CSA101/I.S.2/A440 ! ;or has infiltration rates per NFRC ❑Not Observable ; 400 that do not exceed code ❑Not Applicable I limits. I 1 402.4.4 IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ; ❑Not Applicable 403.2.1 [Supply ducts in attics are R- R- ;❑Complies ; [FR1211 :insulated to 2tR-8.All other ducts R R_ ;❑Does Not i ® m unconditioned spaces or 1 I I !outside the building envelope are: ;❑Not Observable ; I insulated to zR-6. ! ;❑Not Applicable ; 403.2.2 ;All joints and seams of air ducts, ❑Complies ; [FR13]1 !air handlers, and filter boxes are ❑Does Not ® sealed. ❑Not Observable ; ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies ; [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids ; R- R- ;❑Complies ; [FR17]2 above 105°F or chilled fluids 1 ;❑Does Not below 55°F are insulated to z--R- ia 1 3 ; ; ;❑Not Observable ; ❑Not Applicable 1403.3.1 (Protection of insulation on HVAC Complies ; [FR2411 pipi ❑ ng. ❑Does Not � I 1 ❑Not Observable ; ❑Not Applicable 403.4.2 Hot water pipes are insulated to ; R- ; R- ;❑Complies ; [FR18]2 zR-3. 1 ! ❑Does Not I I I 1 ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CAPE Report date: 05/12/15 Data filename: C:\Users\karson.RICHIES\DEAN STAN LEY-BOURN E.rck Page 4 of 8 Section Plans Verified Field Verified # Framing/Rough-ln Inspection Value Value Complies? Comments/Assumptions & Re .ID 403.5 Automatic or gravity dampers are ❑Complies ; [FR19]2 !installed on all outdoor air ❑Does Not ;intakes and exhausts. ❑Not Observable ; { ❑Not Applicable { Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CAPE Report date: 05/12/15 Data filename: C:\Users\karson.RICHIES\DEAN STAN LEY-BOURN E.rck Page 5 of 8 Section Plans Verified Field Verified # Insulation Inspgction Value Value Complies? Comments/Assumptions &Re .ID 303.1 All installed insulation is labeled []Complies ; [IN13]2 or the installed R-values ❑Does Not ! provided. ! ❑Not Observable ; z _ ❑Not Applicable 402.1.1, !Floor insulation R-value. R- R- :❑Complies :See the Envelope Assemblies 402.2.E ;❑ Wood ;❑ Wood ;❑Does Not stable for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ® ; ;❑Not Applicable 303.2, IFloor insulation installed per ❑Complies 402.2.7 !manufacturer's instructions, and = a ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor. ❑Not Observable ! ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a I R- I R- :❑Complies :See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ElDoes Not stable for values. 402.2.6 :wall insulation on the wall !❑ Mass ❑ Mass , [IN3]1 !exterior,the exterior insulation : : :❑Not Observable , !requirement applies(FR10). :❑ Steel i❑ Steel :❑Not Applicable : 303.2 ;Wall insulation is installed per ❑Complies : [IN4]1 manufacturer's instructions. ;. ❑Does Not ® ! ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CAPE Report date: 05/12/15 Data filename: CAUsers\karson.RICH IES\DEAN STAN LEY-BOURN E.rck Page 6 of 8 I - I Section Plans Verified Field Verified # Final,Inspection Provisions: Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, :Ceiling insulation R-value. R- R- ;❑Complies :See the Envelope Assemblies 402.2.1, ;Q Wood ;Q Wood ;❑Does Not stable for values. 402.2.2, Q Steel Q Steel IQNot Observable [FI1]2 61 ' :[]Not Applicable 303.1.1.1,!Ceiling insulation installed per ❑Complies ; 303.2 ;manufacturer's instructions. ❑Does Not [FI2]1 !Blown insulation marked every ® ;300 ft'. QNot Observable ; ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ; [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. []Not Observable ; []Not Applicable 402.2.4 !Attic access hatch and door ; R- R- ;❑Complies ; [F13]1 !insulation aR-value of the ❑Does Not I adjacent assembly. I I I I I I I❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 I ACH 50 = ; ACH 50 = ;[]Complies ; [FI17]1 lach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ;QNot Observable :[]Not Applicable 403.2.2 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 I❑Complies ; [F14]1 cfm/100 ft2 across the system or ft� ft2 ❑Does Not I<=3 cfm/100 ft2 without air I handler @ 25 Pa. For rough-in :,[]Not Observable !tests,verification may need to I❑Not Applicable ;occur during Framing Inspection. 403.2.2.1 :Air handler leakage designated [ Complies ; [F124]1 !by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ; ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ; [FI9]2 installed on forced air furnaces. ❑Does Not []Not Observable []Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies ; [F110]2 on heat pumps. ❑Does Not 0 []Not Observable ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ; ❑Not Applicable 403.5.1 All mechanical ventilation system ❑Complies ; (F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 404.1 !75%of lamps in permanent ❑Complies [FI6]1 Ifxxtures or 75%of permanent ❑Does Not ® ;fixtures have high efficacy lamps. !,Does not apply to low-voltage ❑Not Observable !lighting. ❑Not Applicable I 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CAPE Report date: 05/12/15 Data filename: C:\Users\karson.RICH IES\DEAN STAN LEY-BOURN E.rck Page 7 of 8 i Section Plans Verified Field Verified # Final Inspection Prqvisions: Value Value Complies? Comments/Assumptions & Re .ID 404.1.1 Fuel gas lighting systems have ❑Complies ; [FI23]3 no continuous pilot light. ❑Does Not []Not Observable ; ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies ; [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies ; [F118)3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: I 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CAPE Report date: 05/12/15 Data filename: C:\Users\karson.RICHIES\DEAN STAN LEY-BOURN E.rck Page 8 of 8 i J( 2012 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.32 Door 0.32 Cooling:Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments `"e' o Town of Barnstable .AR& 4 Building Department- 200 Main Street i 163y: �e0 1?• '4 rfoU0. Hyannis, MA 02601 Tel. (508) 862-4038 Certificate Of Occupancy. Permit Number: B-2015-02567-1 CO Issue Date: 2/2/2016 Parcel ID: 217_020_X01 Zoning Classification RF Location: 76 JOHN MAKI ROAD, Proposed Use: 1300 WEST BARNSTABLE Gen Contractor: DEAN F. STANLEY Permit Type: New Construction - 1 or 2 family Residential Comments: 2/2/2016 12:24:31 PM Building Official Date: TOWN OF BARNSTABLE - B u I Id I n SHE T g 201502567 BARNSTABLE, Issue Date: 06/01/15 Permit MASS. 1639. 3�A�� Applicant: STANLEY,DEAN F. Permit Number: B 20151339 Proposed Use: DEVELOPABLE LAND Expiration Date: 11/29/15 Location 76 JOHN MAKI ROAD Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 21702OX01 Permit Fee$ 918.00 Contractor STANLEY,DEAN F. Village WEST BARNSTABLE App Fee$ 100.00 License Num 132149 Est Construction Cost$ 180,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW 3 BEDROOM HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: JEFFRIES,KATHLEEN E BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 110 ACORN DR INSPECTION HAS BEEN MADE. WEST BARNSTABLE,MA 02668 Application Entered by: RM Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in M G L c.142A). G= 'Lw ° o � BkUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1/�t+�f'D �� 1� � ���-�� �''l�1�� 1 5��'r//c�t7/� �-a0-^fJ �J�/ • 2 a/ 5 L to 07 l4&�i 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept wlse-4-i�.na.-,s7,7e t'Fiitf 2 Board of Health 0()) 5 -) a-9 Zd� nw. 4/141405NtD ---.O/z/A&I& Building Air Tightness Test Form Customer Information Building and Test Conditions: Name 13,ear- 5 fume ¢ S6N5 Address 7<o ©�� Date City (SST `QRt2�Sb\2 Time State/Zip P15 S Indoor Temperature of 3 Phone Outdoor Temperature 311 Email Floor Area / 3 Volume /26`/G Building Address (if different from above) #Bedrooms Street X ToAti- /1W-1' Wind Shielding y City/State Comments: — 113 ) /,3 43. - O(j- 43 flaK�z o;i Test#1 Test#2 epress Press Depress Press Pre-test Baseline Pressure: (PA) Pre-test Baseline Pressure: (PA) Bdlg Press Flow Ring Fan Press Bdlg Press Flow Ring Fan Press (PA) Installed (PA) Flow(CFM) (PA) Installed (PA) Flow(CFM) , `l 6a7 5 y ; 13 60 660 - Post-Test Baseline Pressure: _ (PA) Post-Test Baseline Pressure: _(PA) Fan Model/SN BD-3 30771-7-700 Fan Model/SN BD-3 30771-7=700 Results: CFM50: ('Gd�� Results: CFM50: ACH50: ACH50: Tester's Signaturer �jv �X. Date 1/26/2016 HERS Rater Name: Brian McCormack RTIN: 86SS942/ERM-015 HERS Rater Company: South Shore Energy Raters PO Box 204 Hanover, MA 02339 781-771-9119 HERS a er rovi e : - c4nvroiYhd�l1�� j?7Ac�7!`3�J1'1" TOWN OF BARNSTABLE "015 FEB - I FN 4: 03 DIVISION 4 . S t • s I I • A..�A , 4 .-- �.'(� `��•�nru.,�a�i.2-+.,4:R.�1-c'6Ci3 off 3r5. �,�F ;�►, o vNC-;,,"";�xe.,a 04,WN OF BARN "Ito- s �€ kL 'm �o , O � - y:. l)�C�r•t y.�J I/ � c\ � 3%d"T8�846.1�r..-,a I H31sr e a ., p � --�r„�- . :.. �. Y Said ���'�L,� to � . _.f�CT.I�.J�IS.._. F /v► Lo _ L i I2 gnMtS --_ . , �tisi_SdiedJER:RiTlce _- 7. 3Sra��n F7F.A5 .p a mot`._. �` /� { j •b��, -�` � ' / t-- 4�ZCLrIo `°` aka•-rt S see•r-,L-cn4 OI O 0.-tlOR - - � 3EGtCVR1E—_ i 2 ovAd atci.P�1— li _ J£- Z—�. I 1C � ° - !t � �• i i N i�- xst___ �l/.lJ.�.. litlll fi lr;""u.c OI of D L'�.t°- 6 0". . _..e� 6'� Fr' �, ! m;N INsLx. nI •ro' o re+)�.r_"ecur To.�a„�T,r4• tr� `3� � C3ew ncri4l�Tveu V SR1:v..° 2_: --I ; fy$[ATK>,GUJ✓ .0 SriiQY�y-[� I cr- G Cih,x•c cJt s&x_ �\ -19 a w � 1 0l I �I DnMP.P12CF1F1�4 ; s.�•• t.b" I 4.•0` ti s'•o- c:o" z:o•" -t"o" , --�- •-� ---9^ -- -----� - �- �---�--- -----�---•�----� �------ - --' --• '--�--- --�-- al ��� 1-1}c,ticwU>J xtE51��.h?Ct- r--�RST Bruce DevlinDesign - �� a a' 7423 8 07 7 23 a- e 2 r Ste, Cam. &V,�16 • r • a } yam. 08 15 06:38a Dean F Stanley&Sons 5084283466 p.1 n Date: 10/8/15 Send To: Building Dept. L) f� Attention: Bob Office Location: °-, rJ From: Dean Stanley Office Location: Phone Number:508-737- 0996 ' Total Pages Including Cover: 2x Urgent Reply ASAP Please Comment ❑ Please Review For Your Information Comments: Please find foam specifications for 76 Jon Maki Rd. West Barnstable, MA -- i 'Ir,:•;e.i7:;cr i%:r,rr*1 =;i:::(tca:'�.-; :'AC3,..1•iCG:_ i:�ilj .iee.(1',•O n.t:di�r..i! THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I A , m / �C(�'J IL DATA Oct 08 15 06:39a Dean F Stanley&Sons 5084283466 p.2 �t �N.."��•.t,� r:.. .:::gin:_'�•:. �lQTAaCTt'ysT.-S h#Nt 3:!NfL'• � .`..,.._v.,:._:..�.�.—� + »�. -;:!`�.:.;'it; 'Jf:`: '.tw'L�i1..5':':l<i: `?.�:L?=:•';1',:T! r#i�A!v1a.1 CO'N✓�t?�':I7Y PFR tvC�:_..�:.�--•....�.—•- is?.A�N_ rH r--t �.••.-t ice+ :i'��M•T�aF' biC ''t% F.-' . ;'�•iC! +{.s a�f;4 t—OtiT••k:: •.'` FH'7\t F..�'•.4bE . C6ffiffi6nWe0th of:magsachusetts S 6et. tal:Pe ° � Il�iap �rcel. 02 ( . 1-mEss ? Date: O %-t)C) v Q 3 2015 Permit 02� ` 7_.`f.S NO �E d Estimated.7ob::Cost:.$ O CD �1�S� �IN OF BA ermit Fee $: �S Plans.Submitted: YES, Plans Reviewed:: YES NO. Busimess:License## Q Applicant License# Business:Information: Property Owner.l7obLocaddh Information: .- � :Name: C,� , � � Name• Q.� Ar^ yv\�Q�`� r� Street:A CO CD .`('\j Cie 2 Sheet:l C:)W(� cr, City/To.to � ��5 ' C ty/Town�—Q Te.lephone:DS "oZ 2Sb OD 0�. Telephone:. Photo:LD.;required:%Copy of.Photo:I.11 attached': YES .1i0 staff loitial i J=1./ _�o�unrestricted;license J-2/.1M-2=restricted to,-dweRings:3-stories or less:and:commercial.up::to 1.0;000 sg.:ft;:/2-stories or less i `Itesideiiiial:'I':-2:family . Multi-family: Condo:L Townhouses. Other: i CO, 6#0 i•cial: Office Retail.. Industrial. Educational r 1Fire:fi).ept°:Approval Institutional._ Other. Square:Footage:: under.I0,000.sq,:ft... ✓over.1:0,000.'sq:ft.: :Numb&of:St6H69' 5laeet metal workto tie eoiiiepleted:: New°Work: Renovation: ' I HVAC ✓' IVletal VWatershed`Roofing. Kitchen Exhaust.System . IVletal:Chininey_/Uents.. Air Balancing. .. Provide detailed:description:.of:'Work.to>;e done:: U r IINSURA... CRtCE'CO!/ERAGE: 1 . i haye a current.liabilb insurance policy or lts..equlvalent.which.meets th6 n:quirements'of.flfl:G:L Ch:912 Yes: No:EJ If ou'have checked mdlcate:the' a:of.covera e b ctieckin the a ro riatebox.below: I � y . Yam.' tYP 9 y: 9� PP..P A:Iiability insurance policy . Other type of indemnityy, ED Bond p i { OWNER'S IINStJRANCE.WAIVER::I:am:aware that the:licensee. not have the insurance coverage..reguired.by Cfiap4ec 992 of the j Massactiusetts General Laws;and.that.mysignature on tliis.permit appligtion. jys this:requiremeiit I1 Check.One:Only zz, Owner Er---- Agent E); { Si .ature of:Owner.or,owne?sAgent 3 By.checking.this boC;I hereby certify that all.of.the.details and information I have submitted(or'eiiteredj.regarding this application`are tnie and: accurate:to the.best of my knowledge and thatalfsheet metal woek and.instaM'lions performed:under the perrriit,issued for this.applicationmili.be> iri corripliance..with all pertinent provision:of the Massachusetts Building:Code,and Chapter112 of theGeneral Laws. Duct inspection.required.prior to;insulation:,installation:YES. NO. fro gross Tngamf ns._ Date Comments. Finlal Insgectioin Date Comments. Type:of License: c 3Y .0:Master I r°�tie ;0 Master-Restricted � :WTown I//. V 1 �Joumeyperson $' ture'of Licensee �errrrit'#_ - nj.oumeyperson-Restricted License Number C�! P_ �_ .� Check at wniwv.ntiass.govlde�l - I nspector:Signature of.Parmit Approval f r y� .The Commonwealth ofMassachusetts \ Department of Industrial`accidents Office,of Investigations 600 Washington$h eet Boston,.MA 02111 UV. ww)0.mass gov/dia Workers' Compensation:Insurance Affidavit: Builders/Contractors/Electricians/Ptumbers Applicant Information Please Print Legibly Name(Business/0rga1i2ztiongndividual) GK \c-,\/GA-r-O Andress: ou S Se L e— City/State/Zip.�A) Phone k. Are:you an employer"Check the appropriate box: -Type of project(required):: 1.❑_I am a employer.with 4. ❑ I am a general contractorand I b. ❑New construction. , loyees.(full and/or part time).* have hired did Mubb-contractors. 2.L :I am a'sole proprietor or,partaer- d on the'attached sheet' 7. ❑Remodeling, ship and have no employees These sub-cofactors have 8. ❑Demolition working.for mr in any capacity: employees and have:workers' 9. ❑Btuldmg'addition [No.workersI comp.insurance coop:insurance.$ required.] 5,.❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work .officers have exercised their 11.❑Plumbing repairs or additions ' myself [No workers'corm of exeniption.per MGL Z2.❑goof repairs insurance required_]t c:;152,:§l(4),and we have no empto o workers' . 13.❑Other employees. comp:insurance,required]. *Any applicant that checks box#1 taustalso fill out the section below showing their workers'compensation policy information. t Honreowheis who submit this affidavit indicating they are doing all work and then hue outside contractors must submit anew affidavit indicating such. SContractors that check this boz must attached an additional sheet sho wmg the name of the subcontractors and state whether or not those entities.have - • employees. 1f the subcontractors have employees,they must provide their worms'comp.policy numbs. I am an employer that is providing workers'compensation insurance for.my eanployees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins::Lrc.# Expiration Date: Job Site Address: city/sta&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 the imposition of c6minal' enalties 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 mstuance coverage verification. I do`hereby ce R.underdhte . e� ojperjury that the information'provided.abbve is true and correct Si Dater Phone Official use only. Do not write:in:this area,tb be completed by city or town offwiaL City or Town: Permit/License# .Issiung_Authority(circle one): :1:Board of Health 1 Building Department 3.City/Town Clerk 4.Electrical Inspector :5.Plumbing Inspector I 6.Other Contact Person: Phone#: _ i �I Town 0:arras ble:.. . 'Re guhto FT-Service � esass Thomas:F:irm. er,IDirector aus� Building'.Division Tom Perry, Pildiag;Commissioner 200'I4lain:Street,Hyannis;MA 02601: v�vvv:tow�n.tiaibstable:uia:as Office: 5508=80.4038 508-790-6230 Property-Owner.. Must - .co nlplete -n-O.:S Sri Tlus Secfi®ri.. If:Usinp A:Builder Qivner-of the:subject ro P Pam. .hereby:itthozite �.o: 1. \� to:act on.my behalf;: in.all:inattexs:relative.:to..woxk:authotizeas.y this builiii-ng:pem3it' ' (Address of Job) Pool:fences and.alarms:'ate the.respoiisrb9lit. of the. plicarit. Pools.: are::not:to.:ti:e filled:before:.fence s.:instaIkd and:pools are-not to be. utilized:until:aU:final:'inspections.are performed anzi accepted::. Signatate of Sign tore f' ppli-ant ' v A�J . . :. . 4. Print:Nafise. Print:Name: Date . . i Q:FORNtS:dWN kR ER1vIISSiONPOOLS -'`�` -...:_..,.....,. . .COMMERCIAL ENSE'.--.' i1. . _ IMAF1 9a Bm 4d Mimm .... sv NONE S61565.690. 3 BOB is gx M is Hcr7 �a ONE' ?'RICNARD e tO65 SERVICE ROAD W BARNSTABLE,MA 02668-1849 � r�� •ol.�---� r.M iaa•mu gym.oT=15-2M r� Fold,Then Detach Along All Perforations' ,w'r'ss�i u .......... ....... ........ .... .... ........................ ................ GMMONWE ►�TH:�OF M711S 1il.SE Ste, • • • Mal4 M 4 L,MOM BOA N f SHEEjTn ET�AL �IaRK>wR% f' SSUES��TH�F,O�LL�Wj��NG �INS.E - ' 1�06Y51r9t;;V"1iCE RDA � f �� t+�.�BARiJ:s�ABl.E _ #1A o266'8�.�184g �- -rt ; al . usetts Ba ASSESSORS REF.. Y Transit Co /7=5754 40 �/. Map 217, Parcels 20-X1 & 20-X2 ==-=-=---- --- ---------------------------� ZONE: H'. \ '---------------------------I. I _ RF Area (min.) 87,120 SF (RPOD 14 1 tr%C (66 � o 1� u' Frontage (min) 150' -7 ode Eosmen �� 1� - U Setbacks: ` • t NS Front 30' Side 15' �.\ 1 Rear 15' Wetland Resource Line m as Flagged bX ENSR / December 14, ,z006 ; 1 OVERLAY DISTRICT: AP - Aquifer Protection District \ 0 I FLOOD ZONE: Zon e X 1 FIRM Number 1 go�f I I 25001 CO554J 5�.:•'" July 16, 2014 co CS_ I certify that the foundation e ie<:: shown hereon conforms to Wetland Resource Line 2 ' W'd od e°f'` o� the setback requirements of as Flagged by ENSR the Zoning Bylaws of the December 14, 2006 I 1 town of Barnstable. 1 0 . .31 A II / off i 0o 7- New Concrete pox m s N J 1 Foundation g8� \FT RICHARD R. S.3 �NAyp L NEUREUX . rt T-0-- �a v NO. 34312 1 23.7' a�p ,� #76 1 1 - Ln 44.7' Go v Cn w Lot 3 94.1' m John N Total = 76,342tSF / // / o�- Wetland = 13,866tSF Upland = 6Z476±SF (1.43fAC) Maki t Road N�F tkis Q ,0633�,W. Jo15p56I135 R'Z5 0 51 5 PLOT PLAN At 76 John Maki Road 49 John Maki, LLC 21286/71 °, (West Barnstable) NOTES: MASS. GATE:251JUN115 SCALE:1"=50' 1.) The structures shown were located on the ground 0 25 50 75 100FEET by conventional survey methods on (or between) 251SEP106 and 23/JUN/15. PREPARED FOR: Paul Hamblin 2.) The property line information shown hereon was 158 Lakeside Dr compiled from available record information. Marstons Mills MA 02648 3.) This plan is not for recording and is not to be PREPARED BY: CapeSury used for construction layout or deed description purposes. 23 West Bay Rd, Suite G DWG #.C619_2gl cppl FIELD BY. WHK/KAR Osterville MA 02655 (508) 420-3994 / 420-3995fox DEAN F. STANLEY BUILDING CONTRACTOR, INC. Fax and Phone 508-428-3466 dstan359Qyahoo.com H.I.C.License #032149 Mass License #035037 October 2,2015 Town of Barnstable Building Dept. Hyannis,MA To Whom It May Concern: Upon request of Paul Hamblin on 76 Jon Maki Rd.West Barnstable,MA,the upstairs portion of his new home will remain unfinished at this time. However,first floor will be completed and inspections done as needed.Upstairs will remain unfinished until a later date. Dean F.Stanley Building Contrac of L gc 65 CC ca C"D L ! a� +- fc 1 SMOKE DETECTORS RE91EED BARNSTABLE BUILDING DEPt. 1 sur�ii oR _. r FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING . .ur�!.ca,afri :r -- ------ — G:tC SIMM1Sv41C+fc.- - Hof do LI Li r i , - I � I I — .. .... ._. _ cAF NY rT- 77 ,-'Z. __ _ 1 r- - " Bruc a Devlin Q c� Desigme I a� az _ 77423"773 I I c: I i _... 3£L•C".FlyS,u 1-.t,1i1/„�E(j \\ 1 I 2xa:5'.�lLSftR.R.Irii;E. i _ - '/¢`SutnnN:.rAN.2i+Z...R•C4'�'ERS 0 O _ 7CKh37l='R SU 1`l� O �' S zc 3%a^'T4f fiU6�F1IIOEi. 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L=112ST 10-0OR Bruc s I?eviin --' -- UN o Design® N 0 2 774" "7 1 I ! i I � I rr tr ff][P tr TLI n- -1.- 17 tr hL�111 ' I I I lirl, 171 10 I I Ii 3•. e,6- �:b•• _e:g- -- 8.®`- •_— e;a.. I 'BpNC._FtU.C�3V5N"0P--5 -M t•� ;VaU y�Rixnru"QAn� - 'ORaP 6-' - I �• ' I I ! ' '�'<x•x�°T�If:_CFIFTC.L�,Foil_..-_'_ - a d� 1�� � —..�_-FstLtCftl�-S.-_E4��.._c-�1.518nEq, � • 3 8b FU U�If]%C�C�T�_ZU-IV - �, ae �C.tIV._-ruElLM1w ctv_�e�aoe_ _ Bruc';! Devlin h, N'Q' at; 774 3"773 � • I!t •. .. APPL'CAUT TO COMPLETE 6 SUBMIT WITH PERMIT APPLICATION AIYCiGlrilld Ip IVood CPrr.rrr11d11i h,9;.h 1Vi,,d Arens:I/0 r11P,r I f ind Zone AWC Guide to Wood Construction in High Wind Areas:110 mph fl?nd Zone AWCGuidet(,,1;,:;;r;.m(vann(Can>vucdnnisfli,,hW11dnren.r:alGn�hPK.mIZnna IV[assachose��sChecklistFotConiPllancep8BCmns3m.x.1.1)' MassachusettsCheeklistf(irCompliance(iegcnnl'sJOLaLi)' M _ chose Checklist as cbms+oL_. )..._. _ .._.......,. P tT .... . y;r,ssnc1wsetts Checklist for Com.�(Jancepxn(pir;rlm.a,J..41.' bear,.: allCo.e _„_ ... __ 4. Loedbennn9 Weil ConneWons _ 1 to Wood ConshudHon in High WindAr as'110 mph)Jrnd Zone Q Chi mom nalm - � - Utarnl(no.of t6d Tare� )........................r......Redea 71.--•_--�^�R-"�'hN��----_^L- �[ e. From Tebiee 10 end 11 and loagon a1we0 eheaWng and BUIIddB Aspect Rego,detertnNe Parent Fu&Height, ( Compl(uue Nan-Loedb..ang Wan Connections ✓/ Sheathing and Nall Spacing requirements •• 'Lateral(no.of led common nails)...,. ... (Table 8)........................__.__._.....-..__:....1 . assa h kiss (.`ore li nce so' "I.I1 .. ............._..-..-.. b. W lad oa fellows. ::.........:..............:.......................................................................... ........110;mph Load Seering Won OpenN9a(record largest opedng but check elbapenlnps far bompliann!to 0, n. and..Panel Panels shall led wlmum Nkimeae of 7(tel to St d Instal --}} ;G.® In.s 11' �, I..Panels shall be Installed wlln strength ads Oerellel to studs. '...8 _.a[.. Hesdar spans ........................... .(Table 9)............................ :.................... ..._........... .......................................... $III Plato Spans ..................................,.................... - III ry construction, ea ell bee e able 9)..:.:.:..................... 8 11yr rtr il: M horizontal Jolnh shall occur over end be nailed bherrll R " �/ On sln9le eto m on panels eh tteoh dto boom.pletes and top member of Oie-double :...:I.1TY Futl height Studs(no.of Studs)...................__............(Table B)..........................._.._...._n--.. Table .�! top late w!•.ich oxomsdS 6 N 12 slope Shan be ddnsidered a story)',_' ¢miles 52 Stories ,: Non•Lood Bear!ng Wall Openings(record largos!open)ng but Check ell openings fof comd'+nee TaO D ' `/ N.•On story coneWedm,upper panels shell be attached to the loD member of the upper double top :.I Ra'Se>1 ..R 2 ...... 51212 Header Sp ana......................_ (Table 9)............................ Z•5'_In.S 12' -.Y a ' ..................................,.............I (Fig )....:......................::.,. 2 ...................._.............. ........:...... .••... t 2).........-....,....- --., .q,s 33' �L Sill Plate Spa"................... (Table 9)._.................._._.,.. t-.i 6 In.S 12' _� plate ere to band at bottom of penes.Upper sits llment o(bwer panel shall be made to band Id¢t -,..:Hatyn:.......... .............................._ (Fig ................................... and lowerattachmentree elo low late fiber .....(no3)..................................:....:.,•aY�1t Sa0" �,)- Full Haight Studs ofStuds)__._._.._.............._.....(TabN BI.............._........._..._....:._......_...._ ...:(Flg'3}.......:..........................._. 2.$ rt 580 Exterior Wall Sheathing to Resist Uplift and Shear Simullaneousty' gg on cent s below. eM Hortrontal Nal g an Attachment - , :.:a:r L... ..........................:..............' -ems ar•�f MNim J,. .(Fi9 a).._....... .. 1.8' ✓I um Building Dimension.W _.;_.;.tc•P.alic )............................._.......... ...>8'8" NemNelHdghto/TSllesl Openings ...................._..........:... .__..:._. - f -/ -f:'a'.ra:OPenin .........(Fig<).....r r®_' .... 's B'' �Y ed eat et Net m 0. �.. 'v. Horizontal nail spacing of double plates,band Jobie,end plyden eho0 be a double row of 8d I staggered of 3lnchea er pePAglne below; On for Panel ;,.., 9 Sheathing Type._._..._. ( •` �✓ + ......._......................(node..-......_...._...___...:....L•i..OA? Edge Nag Spbcrng_.._: ................... tisane......- ........:..:................................................. �A Re(a.NaP s'e.d4g___._..,--.._._..:..._.......(Teel.lo)....................._...__...._...._._ Win:. -a•/ ti i -al-:.mopanta..;tr taminywme sh rCen W common nags eblel0)........_...._:.__......._...._._._.... _.._ . ( ea n en nb.of 16d )(T e ( VV ,.,10:+ " Percent F,.A Ad lUo al Sheathin..-.:.-..-:-...._.(Table Opening I....-_-.._...-__:....cep!.) Z-- -- _rrqulrem4n:s or Cl: 104:1 , AQdldonal5heaihN9/or4Vn11 wire Opan(np>6'e'(OmiP,n LonmPls)-__._.._..._. .... ........... ....... i fJ durum 6ulleing Ohnenalon,L ,, 1e1EatIC]maeataOex i e.............. ................................. :n Nominal Halpm of Tolleat Opening ................................................... 4 B en r3 9 -, ....................................... i Sheathing ryas.... ..,(note a,-.� ............... ',AT- . F-ma.1 - i so�w1U •I ' .._.................................. a, _.. ...._...... . EQ eNallS ado Rapl ll orn at.4llless) �-ln. lip "J4•GB'•OFJ'Jr:DAT10M''s i Field _ Rablell)........._......::..__......_........_-__.. in. -ji N r no::s im:re0_a!or 5!d'ProPAela7'llechsnloatAnehors as in alternative In mhmde nl n .............._...._............... - _ _ __ r- ......Tnblo a._......... m - - '' _ _ - ,.;...... in. ✓ sneer Connection(no.of lsd Tare on.nolla)RablP 11).:._.._...__...._......_......_.._.,. r> = :r,par:ns-gtnnml.......................:........... I ) .. ......... 5 In..56'-t2° Porcont Fuli4i I lit Sha Irvin ... R )-^-•.....-._......_.._......._.._. _d nnc'lomt of Plole..................:....._(Flg 5)........................: - 2 7' >sL 5• idanal Sheet r WSII with es p _-._...._. Irt Y Add bin (o••.- OPeninp>6W(O I n Conmpd).. �( -an'.'mbeomem-ecnerew....................................-Fig 5)....................:...................'..... � g - cn:-mS:onry............:......................_A 5)......_..............,..................._I T.In a 15' �G Well Cladding ,:t•::,•ac.m - • I .PA%1• a n0 NNCwa RTa� .. ............................Fl 5 23.x3'x/;' .mod Rated for Wind SPeed7..............._....._..._........:................_........._.........._............._._._-..-..__.._...._ _� .' 4' � �. 3.1 I•">R. 5.1 ROOFS ember sDens medietl7._.......__:...: (For RaRem uao AWC Snan Tool;see BBRS Website; a Dedll ...........Per 780 GAR Cheptu 55):._...:.. _........._. - Roor framing m .... II I� �me S rxe I nl:y r.:emoc(apem cnttkod...............;. ( > tz erl/3 r 1I V ..+ Olm ....rl"a n s 12' 8 •t$ ertlosi and Hodz<.ttnl Nail! I F'dar Ope:'9 ension........:.......•.... (-9 )........_.._.. Roos or Re r;9_........�................... .._....,...(Fl9u10 19)............ pp li tar Panel Ald,hment ....... -.. amalfero •tl a Truss or Rana�Connallons , Penmys)rss ( 9 ) :...............:.. at Loatlbeadnp Weirs H . r 51u.s a:Rvo:O Nan 2'(mm E#edor Well Fl 6.............. ... .. no-J.i::Ge:ceerta , .. rs - /R Sd ProOAetary nnec Table 12......_..:........._.._...._..._.c_..U� II .oadtsatny Y:alls or Shezrwell._............(Fl9T)................ ._ , UPOR__.......-_.._......._....................(T ) '�Gp _a,:;:eveic4 Fou+olsts ^^ ,.l ...._....... .-.._.......... ..._._...._..._.......__._..._ j�(� ' %R s.9/' alarel.._ ....._. ...Bade f,2).... ,' ..L. pit Los do4a;nsvraO'OfSheanvell...............(Rea).................._........._..............._ - •. shear._....__.roes:.._--...._.perpa b1 cro..._.-...:........_.._.....---...s._�j., f _ ;is.:End.aa:........................_. .. (Flg B).......-... .. .. Gabel Roo.onneWans,lf collar des nelusedper..(FIgre)ablel3). � .-..-T$2„af - _ , R � U � .. a.... .(Pu 780 CMR Chapter 55)..:....._......_....._......... �L .1 .:.nmy TyP. ..................•.......•........•..•.......•.. u780 CMR Che n. Gabio Rake OuU6a 1111-_.atN..:.--._...ba.,--.--.___(Rgure 20)......... .._,RScmelkr al2'arL2 '� - 1 r�Ining Tni:.:n ,(P pier SS...........v6:. TruaS or Rafter Conneetlone al NonLoadaearin Wall. ass............................................. .-•�. 9 Fas:.•+ir,.............. ...............(Table 21..gQnaAa et,yZlnrA /' Intt IQ, Proprietary�Meetors.1 Lill i a•, :,• Ca''isi'(do.at l6ammmon nails)..Rab to)............:.:..............._...a i • T 1 IT 2 ./ RmlSheeming Typa:..:....._-__....._.__..._......__:....(pvi OCMRChePI site g)-.__.... , See Oadll an tP.e e - J :a.:in,-:..•eui....................................................(Rg lb anQ Table S)......... e tts1P' Rmr T.- -!to g 7 .._f;.m:•n3l'..'nJs 4 ..................................:...........(Fl910nnd Tvtlle S)._::........._:_l _R 520' Rmf:Shealhin Foatenin ogto2..._..._...:.......__.._._...�._..__-- aPadn (Fie t0 an4Tdb1e 5,-.............__ in!s24'.ac g 9-_-.-......_.._........._...__..R ) Vertical end Hodznn el NaBing g .................................................... Notes: for Panel Attachment - , v'i?fetes .............:.....................:..(Figs 76 8).............,...........................-- .it 34.•' 1. This chdcklistshell be mean its entirety,extluding de spVffc'xcepaon noteQ In 2•ee(amply with Ne.legNromenb of 7fi0 GAR Seb1.21./'Item'1.1/do check rrat,tin enanty�len ihv(o110wtrp maul Sfmys and hold downs ale not 1.: ' `.•::,=�t.S' required S rme WFCM 110 mph6Gulde: .,: / a. :.s.:.San,.9wa:Iz........._.............._....................... ) Q./ .t/' 2 Cx eS Ps e Fl m b. 0 .9 Va par W, -r:-:.a•1.c+.in9:.a9s..................................._.........(Teals 5).::.. .....:.... �'4 Z.In. -_ c. �IS'. no / d. All Straps par pSPFlure 1 ia' . yn•En<wan,5[c!>..............................:...........(Fig 10).................... _..-........ `V e. mar Sand M IdD-par ore t8e R ur'1Ea .:-._... i .:lit Flocr L<n.:h............................_....:.._.....(Fig' ..._....:...............__...a:...G R1W!! _ hall P. se percent Shea g I / 24aW - FxeePiion OPenNg heights or updene ha a enmimed wren 5%1 QQeQ tG the Pares Na�leignt i .A-:�,Ctilin9 Leng:n(il'NSP not,ised)_...............(Rg1t)_................,-.........,_,....._..� - re u,nemenis shown N Tables l0 and 11. - - •C 2 x 4 Con?nuous laleml emce�6 o.ae..(Fig 11}.............:.................._._.__-...,-_.--_.. L ThO.boffann sla plate In eideAorwaga shall be a minimum Y N.nominal lhlGness pressure insisted 112.grede. x 3.tang:ardag sLtps @'16"sPadng mm,w)fh 2 x 4 plocidng e 4 R epadng in ondjoi¢tdr W zs Days✓ I - , Length .......................................:_...._.._.(R9138nd Tade6).........._....___.._..... . y R l�j ,li aCcnneetien(no.bl lBe�ommon nails).........._(Tale 6)...................._..__.....�._...... i 1 ' POIJBILE TOP PLATE - 119.MPH EXP,JSURE B WIND ZONE Table 2.General Nailing Schedule. .JOINT DESCRIPTION .Number of .Number of Nail Spacing i Common Nalls Box'Nells j Robf Flaming DOUBLE HEADER BlockingtdRafler(Too-nailed) -2-Ed 2-10d' each end I Rim Board to Rafter(End nailed) 2-16d, 3-1Bd each end 1 -' Woilfreming t FULL. f••.,iR ..u i Top plates eFlnteraeegoha(Face-nelletl) 4-1Ud 5.16d .Atjointa RE�U(REhIEN79 AT EACH END OF,HEADcR Stud to Stud Face•nelled 2-IBd 2,_18tl. 24•o.c. HEIGF:IT MINICIU-I - y 3 ( ) STUD HEADER.BPAN �HFI DER NUMBER,OF' Header to Header(Face-nailed) lei' 16d 16'o.c..alongedges :-91ZE FULL-HEIGHT' UPLIFT LATERAL ! i ) :(FT:) --1 ; ExTEND HP voEa Flooi Framing ' OUgLE JACK STUD .. 97UD8 (LB•) t1BJ j 4-0:1 '4-10d per)olst ' TO KING STUD Joist to Sill,Top PWte or GIMertfoe-Nailed)(Rg;4) _ 'men and .2' I . 211. 1 I Blocking to Jolat(rownalledj. 2-81 2-10d 4--18d' each bWck' WINDOW SILL PLATE - 3' '2-2X4 2 416 198. i Blocking.to SIII or Top Plate(Toe•naged) ¢' 2-7X4 2 - !p• Ledger Ship to Beam or Girder(Face raille) 3-16d 4-18d each joist. 754 3:8d 3-10d par joist - 204 on Lt to Joist (Tae-Nege� - - _ [iff- Band Jot¢t to Jot or Top Pla '(Fl.all 3.: 4•i perfolstot '•6' �2••7X4 3 693 330 1 :Bend Joist Sgl or Tap Platoaneged)(Ftg.141 2-'88 '3.18tl per fool - -- �; - 6' 2.?X6 3 831 396 I 'Roof SheaNln - X8 3 8 NAIL TOP PLATE Wood SWctuTal Panes {Q� " To HP.ADeR Iona Raft..or trusses spaced up to IV 4c, Bd 10d :W edge/8'field ',. 8� S2-2X 12 3 11,108 '5 810 4.2. ,.,'.•.:lg NAIL BCNEDdLE::.;.::::}. ________ ____ ______ ________________ - iiii \` TWo ROa1B OF led Raftem or trusses spaced aver 18'oa,' 8d 10d - .4'r,dgd 4'field.. ,%---; --- - -- �'3 2XIG 3\ .;s;;.: ..t .CCU .it ';;,.. ..d,. 9' 1,241. 594' 1 ad COMMON (.:.: NAILS At s•O.C. Gable endgall rokeor Take truss w/o gable wethnng' Bd. 10d 8'edge/ geld • 1 AT 3"O.C. •Geple endwoll rake or Take Aruss w/aWotuiai out lookers ed 10d 6'edge/6•geld r „ '4 „ 10' '}3-2XI? S 1�85• 660 S .1 ,Gable endwell Take'arroke truss w/lookout blocky gel 10d 4`edgel d'ge)d '. '} .°d'e .°d'o ,•0•e ,`C•o d� ,Pd•4 ,°d•n.,�d•. ,°d•a .°d• , i ! >, o,•w.e, ,°. ° :•a •° ,a / II' +4-2XIG .� 1.524. l26 ,•Y41 Nan echadule Calling Sheathing� °• °" i �1 ,eel common z 816•ANCHOR BOLTS WrtH - Gypsum Wallboard Sd mohlre - 7'edge/10•{ield• �b•o d•4•,°0.4 .°d'e•. d'TMP ANCHOR BOLT'9 AND•o d•o•A 'TASL)r•-9a WALL. QF i i ",.W Ok aL3'o.r. e ' VIEW 0! qs 1 3'x3'PLATE WASHERS o a,t o! YX3•XI/4°PLATE WASHER'• °,°°! •. •Xr 1 �)q' GANG p'-7 We d Structural hung ' OPENING WbodStPctumlPane!s °6•v .°d•a °c °d•a ."do ..d'a . d, . d•a . de °d< IN LC)ADB�ARiNC3 LU�rLLS I Studs spaced u to 24-0.4 8tl tOd 6'edge112'fieltl o e o e u a > u %'.end 25132'Fiberboard Panels 8d{'1) X edge/6"field °•! - g °d•o•ad•A• •:°d•a•°d•a •°d'ot°d,o•<Q,e•'°/., i 1 K'GYpsum WallboaN 8d doolers 'Ted rJ.10'fSeld Fiber Shoathing (_i i '' a .'c•:.'a:.'Ay.'4. •Wood Struclural Panels °d, °tic-°ne'°dn1°d< °d•n,.'d•.•.°d•n'.°d•4 Greater thin 1' 10c led 6'edge/6•i(eldd - .--. ... _. Nad echeduie {�1)Corrosion resistant 11 gage nails and 16 gage staples are permitted;ch@ck IBC for additional requirements.' i 7 PR,,d7{ Bd Comm _ - 1 at 3'o.cN n >{ Nell:Unless otherw)se etetetl,shea given for nails ere coinmgn wire r(zee.Box and ph'etime8c nails of oqulvr{leht I i diameter and equal or greater length'to the speolfied aorri nalls may be substituted unless othenvlsa', 1 . . proh•IDlted. APA. uriirea Men - $1'`um pevi U gyp► RECEIVED G RE,h. ,A< 1 3 hl E °R a N ^gioTY 12 ZONE RF p E VAIL � Zg4 4 � SCOTT P•y16! � N 1 �!•-20, o N N 2p I m -#ALL 1 pr 1E I !• � E6- � �3p 60l7t S.F. � -- I o ' - -q I pENAI� e4, NE7LAAD � � LOCUS MAP ° 50' M 0 SCALE!' =2083' SANE "041 8 1t 950 02 tpTE °1 MAGGIE PpIVA 18985f S. �--�---- PL. BK. 420, PG. 5! (bo' RIVE tl1 ME77AND1 t 8 HEADER b LOT 2 4 W o : 22203Bt S.F. _ �' VQ I rmaf-50 FEET 5.ift AMES �m-__�` O� j 50 O 50 l00 l50 BW JOMV". FIELDS (J92227t S.F. UPLAAD I sVly • 1522/726 -0 KA%EE N. PIERCE 46701260 251.3E N 04°-40'-20' M 2 1 M.H.B. `� i � fOUND y v c ' LOT 1 9 44098t S.F. "l �9 L 1 OR e o f oo `�- if1� 3 m 2 0 !.0!#ACRES-ru d r� 9.S?SO 'p3_00:M 20!p0'90°; 1 o f 'v 37. a-� - ,- - 9 r7B�tf IN. EASE "�`. ;� 12214t S.F. 0 AI ✓OHM G. G RUIN O. CLARK c 265,p0 :-�_= - - ME b 4572/19! o �..�8�fd-=------- ---- __�- °96 24 S 12 -07 c g�. I Z ~ 28' M I�= -----_--_- - 6 A .• N !2°-35.14 .: R._--_� 302-g4 oa s LOT 9 --w M --- N 02°29'90'E N -06'q°,M _„-- SS.F. R-A E l03.71 06°l31. _ JONN M KI ) ---� aEnAn� N -- TE 25- 0' o c 7633Bt 150Bs S.F. i- PpIVA S !2'- v o OR ---------------------------- --- - -- ------------ (50' MIOE - .� a 1 75f ACRES • - 62616t S.F. UPLAAD 1 n O d '• 3 9l28' E a g7 4630. E S 03°-21'-20'E I 1 R' r !l0.94 138.3 0 S 12!! 0,E z f74 46 S !4 SUBJECT TO A COVENANT rO BE RECORDED HEREJAIM. S 02°29'30'M SO - JARVI S° -�-30 E av AILI P /SO CAO�� V 'MERE MALL BE NO FURA07T DIVISION OF LARD 1237 ES F. NORA1 OF THE RAILROAD TRACKS ACCESSED VIA CND' 299 jaw KAKIA NI7HOUT 7Mr fL/LL COAtS7AUCTION 2716 OF✓OMV MAKI ROAD TD ALL 7ME REOUM54D 7S OF THE SUBDIVISION RULES AAD REGULATIONS' H.H.B. APPROVAL UNDER THE SUBDIVISION FOUND CONTROL LAN IS REQUIRED. BARNS�ITABLE PLANNING BOARD. gal I99z a DEFINITIVE PLAN OF LAND Q �,,��/ .� BARNSTABLE, MA I, #M � ?r1E rOKN CLETUC OF BARA(STABLE 6#4 �' � O� P OFESS L NO O PREPARED FOR HEREBY CERTIFY 7HAT 7NE NOTICE OF APPROVAL OF T"IS WILLIAM AND KATHLEEN JEFFRIES PLAN BY THE PLANNING BOARD HAS BEEN RECEIVED AAD RECORDED AT THIS OPME AND AD NOTICE OF APPEAL ) SCALE 1' = 50' OCTOBE74 31, 1991 MAS RECEIVED DURING PE NEXT 7NENrr DAYS AFTER SUCYV I RECEIPT AND RECOROMS OF SAID NOTICEE. PUS PLAN MAS PREPARED M CONFORMITY NIA/7HE EAGLE SURVEYING AND ENGINEERING, INC. . C dza (Q-- A-61—, OF AM EALIN OF MASSALWETTSRS OF DEERS —DAr roMN cLE 1' 441 ROUTE 130, SANDWICH, MA ,�&z a. � PROJECT NUNBER W-048 i OA L PROFESS ON�i� EY e ,Ktq� Town of Barnstable Old King's Highway Historic District Committee NAM 200 Main Street,Hyannis,Massachusetts 02601 (508) 862-4787 Fax(508) 862-4784 MINOR MODIFICATION TO PRIOR APPROVED PLAN 972 CAM Rules and Regulations, Section 1.03(2), 1.03: General Procedures (2) (a.) Only minor changes may be approved by the Committee without the filing of a new application and a new hearing. Minor changes include alterations that can be done without a detrimental impact on the overall appearance of the project such as altering a single window or door change or a minor change of colors. All minor changes by amendment will require the local Committee's or its designee's approval. Submit 2 copies of the application and supporting materials and documentation Applicant(s),print name /Gl 7G tj� Address of proposed work: 7C Sc A" House No. Street Village Assessors Map and parcel no. r� 7 G� A U I xGY �- Date of approval of Certificate of Appropriateness 1�-,rz� Proposed Minor Modification: / APPROVmu own of Barnsiable Old K rngg s Highway Signature of applicant: Print name: tel no. �C131 APPROVED/DISAPPROVED: signed CHAIRMAN DATE: CC: BUILDING COMMISSIONER C:(Documents and SetdngsWecollikVxcal SettingsITemporwy Internet FilesIOL.KI IOK1Y Minor Modification Form 07.doc 1 • f'cP'r�x�r6'R'�'_ / pub. 'ES_GCF06'i�' ' •� -�— 2?�� it - �� y i --------------------------------------- OVED m LI APR 22 2015 _— Town of Barnstable FTT LD Old King's Highway — Committee -- _f \ —_ 4� p4rtt- 6Ll C'�6 eLL..w..a. I�:i I•. ___ 'C� \\ ' r . - —R:C:Ti!\P-15s�'Sf�:F�7:ocC14oAflr=-:. ;1,� —. •I __ - �f .i e ws Bruc't Devlin N ,aP 774238'O'7�3. 1 { LAT.�l1-tit-Te)5�— N { is } A Al- Ir- to QW : APPROVED:..:" -,'".I.. APR 22 SAD -S wq' ricer' w 1Zd ..... "-,, �'� Town of 8arrlstal,!a Old KI gs n HI-y:IvJay. Committed . - -- -- - _ — 77, lb .. I r • n Y sPS r r r _ I II I c a I i t••lU1tKFI b Z'' `� 0• ._ •: �' Z.�RF`T�CCY17:�" _. .—. Ls�Go4�CJ1'>=1'C.E 6 -._. , 1 D' .h5!•iiA'Le'�;BS'='=c�--- - .. / I T'Tsc 137�it,—'" to•o' {,.T G• 'K" s:f."..• - iso` 4.p 1b• t.o- tio` Z.C- • 3e.a ---_C`�Rsr --- s�v ,- �t1� ZfSl=-r\�'�+—'- � � , `,, _:..:r.. •R , , d __ 7 b 0 : r ii 7- LA Li 171 Mme APPROVED L . .. APR 2.2 2015 Town of Barnstable. Old King's Highway _ Committee Mfl4GY . - •:�ST�R.Ti�CX%CINEr�-C`f9=oro�-�- � �' � � , . • - i i A,1 IA RCTtIn�Llc�C �W .a ,' � '�••V•�' �'��".1. :•�=: . Dewh C . DezWM - ° 79r'38OTr3 � . el V Irr rr i -ZZ - - - - - - IF 1 - I • I I � - II �B II Il : I • °r I �I� R-!'Y'i613l aPf' - • r - - - - - APPROVED ,. a - APR 22 2015 --r _ Town of Barnstable Old King's Highway ore Committee I'Ip PPaJ:h•ruN-) 5� r . __.�"s-Tlllc:'Cort.-A�i�-tATfROL'�slT -tom•• 4iQIRf.�G�_ 'j . �Dj ula j .. Bruc•�I��V — --- n Designp 774-23"773 APPROVED MAR 2 5 2015 Town of Barnstable Old King's Highway Committee : -�s t FFaai 1 ^n r ff ` 4c; J LOCUS � TH-5 48.0 TH-6 45.0 TH-7 50.0 TH"8 46.0 O TEST HOLE LOGS CIA HORIZON ELEV. O/A HORIZON ELEV. OIA HORIZON ELLS O/A HORIZON ELEV. SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM yC O ENGINEER: THOMAS McLELLAN,P.E. 12• 10YR 42 47.0 IT 10YR 41244.0 12. IDYR 412 49.0 12' 10YR 412 45.0 m E 6A WITNESS:DONNA MIORANDI,R.S. B HORIZON B HORIZON B HORIZON B HORIZON ROUT SANDY LOAM SANDYLOAM DATE:1-9-15 SANDY, ANDY LOAM 36' 2.5Y 6/6 2 0 SANDY LOAM 32' 2.SY 6/6 3.3 N 32• 2.5Y 6/6 45.3CI 36' 2.5Y 616 47.0 yC'PO PERCOLATION RATE:<2 MIWIN IZON Ct HORIZON SANDY LOAM C1 HORIZON SANDY LOAM '<• �'.v LOAMY SAND 72' 2.5Y 716 p LOAMY SAND g0' 2.5Y 7/6 5 OP F 2SY 7/4 PF_RG AT TIZON 25Y 7/4 PEflG AT T Ja 1B0' 33.0 C2 HORIZON LOAMYSA D LOAMYSA D LOCATION MAP(LOT 31 2.5Y 7/4 180' 35.0 2.5Y 7/4 TOTAL AREA:76,342 SF C2 HORIZON 156' 32.0 C2 HORIZON WETIAND AREA:13.866 SF MEDIUM SAND C3 HORIZON MEDIUM SAND UPIANo AREA:62,476 SF 228- 29.0 180' MEDIUM SAND .10.0 204' 1 33A 2.'1 2..0 ASSESSORS MAP 217 PARCELS 20X01 8 20XI12 NO GROUND WATER ENCOUNTERED PLAN BOOK 488.PAGE 91 FLOOD ZONE:NO SEPTIC SYSTEM DESIGN SEPTIC SYSTEM SECTION Z'PEASTONE OR FILTER FABRIC FLOW ESTIMATE314-1 7-BEDROOMS AT 110 GAL I DAY-_31L GAL/DAY COVNISWITHIN 6' WASH 11I TO bF O FINISHED GRADE WASHED STONE FOUNDATION INSPECTION PORT [SEPTICTANK', ELEV,3D.33 �L GAL/DAY x22 DAYS. 660 GAL 3 MAX. ' USE 159C GALLON SEPTIC TANK y-'/-/ (COVER ELEV. LEACHING AREA: ELEV. - 39.0 38.&1 USE 2.500 GALLON CHAMBERS(8.B x 4.1r.Z EFF.DEPTH)WITH ELEV EV '' QEV 4.OF STONE ALL AROUND (25•z 12B x Z DEEP) - ��00__G (6-STONE UNDER) 4' 4 SIDE AREA (2S.12.1r)z 2 z 2.151 SF (0.74).112 GAUDAY S�PT(C T�K �- 25 z 12B -- ffPOFSTONEUNDEROR 38.5 2-500 GALLON CHAMBERS WITH BOTTOM AREA: 25 z 128.320 SF (0.74).2�j GAUDAY MECHANICALLY COMPACTED) ��. 4'OF STONE ALL AROUND (25 x 12.8'x 2 DEEP) CAPACITY•349 GAUDAY TEE SIZES: GAS BAFFLE INLET:6'UP 13'DOWN AT OUTLET TEE OUTLET:S. lSP,14•DOWN NOTES: D 1.VERTICAL DATUM:NAVD BB _ ( WIDE ROW 2.MUNICAPAL WATER IS AVAILABLE. (DEED BOOK 807/202) - h �' 3.SCHEDULE 40-4'PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. \ Stone Wall 1 i /I� 4.ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO 26.84'qe H-20 SPECIFICATIONS. 5754.40 S.PIPE PITCH-1/4•PER FOOT(UNLESS NOTED OTHERWISE).24 , _ teh ________"-_-^7 •1 S.FIRST 2'OF PIPE OUT OF D-BOX TO BE SET LEVEL 7.THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A `` -- 321 ' > 2 GARBAGE DISPOSAL. y� EtecUto Easmenl(gg•W;de)"\ B.All CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. \ 1 4 5\ ENVIRONMENTAL CODE(TITLE FIVE)AND LOCAL HEALTH REGULATIONS. -�� 25 j 9.CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. _ LU 1' - --.�6 ' _ X' 10.GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3'. \` ,•31 -,�--- � � 11.FIELD SURVEY PROVIDED BY CAPESURV,OSTERVILLE:MA. ........_.._ \ / _ a e-' 2.THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE 0R MORE �27 : � / TOWN DEPARTMENTS AND IS SUBJECT TO CHANGE UNTIL SUCH TIME. 1 / 1 -- ., � Wet Plot / 1 , ` �"- i 1 ,� 13.EXISTING CESS POOL IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED. o? : FENCE) OBE INSTALLED PRIOR I '1 1 TO CONSTRUCTION. BALES OR SILT N /1. m 1 2�z 14 D-BOX TO BE WATER TESTED TO ENSURE LE ELNESS AND E'U L O-"'- ro 5.WORK LIMB LINE(HAY CE T --- �f�2B �Uplantl Plot CONCRETE HEADWALL Stolnes ? ( i, '••29.._._ PIPE INVERT.29.7 z"I V��; sr :. i DECK 13' ``•1 Az I'^ 13 =,11aae\ ':^�.......•• w. i. ! j 12 -.. :;d f�;/~p1A, .. .- _ mg PROPOSED 18. ay - _ ^ •% m 3 BEDROOM DWELLING 14' 114� .' -_ -_.. .�'��;QPOgEO_ 35. 12' 2, y. ';' .. ,.:....y POPP%35 5 .i 30 PROPOSED DWELLING �f�.w_=..�-�S•r✓ En OPOSEOM ZE.N'5.'IIESOURCE LINES - '"- '1 ) / 9B OUN %:� ,',°A''o ITHOMAS J.McLELLAN,P.E. AS FLAGGED BY ENSR ••./J wPEhpa 43.0 DECEMBER 14,2006 BENCHMARK AT . �i ��•' -.:�• .I(! ,� SITE PLAN CATCH BASIN GRATE i?J,,?9 •I •• I' " th-6 '� '1 ELEVATION.39.9 `\ �qA (NAVD 80) \ 1` Ii Iop(' LOCATION: �!1• uk m1P•` �}i n:: ai �• "• � t Z; 76.TOHN MAKI ROAD,WEST BARNSTABLE,MA I I I� PREPARED FOR: O ( ..'•1 i+ PAUL HAMBLIN KEY: .\`,' �'•,. EXISTING CONTOUR:---- 3 -�' � `. }• ;pY PROPOSED CONTOUR:............. �\ Ay �0 �'�• .•411e, DATE'I^0-IS SCALE:1"=4U' . EXISTING SPOT ELEVATION: 25.5 PROPOSED SPOT ELEVATION: +..� \, TEST HOLE: . o '- :--....:::::::r c. \ \ UTILITY POLE F. �g 71)I : �� BASS RIVER ENGINEERING FENCE LINE: ��I1�, 36• ✓'�\;;`� `� dirt pies HYDRANT:�. \ 0 -��° / ! i,�\ ` le Irom P.O.BOX 1163. EAST DENNIS,MA 02641 RETAINING WALL:® ``\`\J p1 / \�:;;��, - 4 ?::\. ;`::`.. )``;;•.\`;.`.� construction SOR-385-3426 OR 508-364-9048 `W-( uj .0 (�C t+i N Cc:OT� W, 0 0 � corn E W z oc0 CV � cYV Wce 3:-0 lr_ ® Py r i I Barnstable Old .Kings Highway Historic District Committee Q 200 Main Street,Hyannis„MA 02601,TEL: 508-862-4787 Fax 508-862-4784 tatsvt° APPLICATION, CERTIFICATE OF APPROPRIATENESS Applicatkir is hereby made.with:our(4)complete sets,for the issuance of a Certificate of Appmpriatenesss under Section 6 of Chapter 470,Acts and Resolves of Massa:husetts, 1973,for proposed work as deseribed below and:on plans,drawings,or photographs accompanying this application for: i Check all categories beat apply; L Building construction: rlHouse w Q Addition ❑ Alteration 2. Tvnc of Building: ❑ Gamge/bam ❑ Shed ❑ Commercial ❑ Other I 3. Exterior Painting.roof —1 new roof ❑ color/materal change,of trim,siding,window,door 4. Blom : I❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence Q Wall ❑ Flagpole ❑ Retaining wall) ❑ Tennis coutz ❑ Other 6. Boot ❑ Swimming ❑ Other man-made pool ❑ Solar panels ❑ Other a� "Cype:or Print L+:gibly: Date A NOTE AU Apptieations mast be signed k;the cumeni owner Owner(print): 146 r,, fj � Telephone tr: / i Address of Proposed W(xk: //�n CT K (�d Village r Ta l Map Lot 7 °t •keil� Mailing Address(if differ f' � C.�+ �S >)r. ^f s fl s!'3 0r2 4 41 k/ Owner's Sigoature a --— Description of Pro Work: Give ra/rticula''rss of work to be done: e Cl(,*/ r,S T��fn )CrM� ,`e— n!���1 �tis ffL>°_ _1' 9f�'-� t��/IC����� �►7 r4 // (�n .— Agent or Contractor(print): f l=Gn 41 � � _ Telephone#:i-/,,�'�� "�W,L J Contractor/Agent'signature: _ For committee a only. This Certificate is hereb ROVED/DENNIED� al! RE�Mp I➢ate Members signatures 1QViTHMAN1A"E'1',1EN I—A GA �� �o �,� �1.�"e d case �s �c� APPROVED Town of Barnstable l ��Rrxtrds and ra mb.xhm%VXd Kings Hic�hwa}'XGKH: kmtium\OKIIDRAFTZDII C:err� ro riauness DRArT.dtr Old King's Highway t' g' 1pp tPP P Committee I i i CERTMCATE Of APPROPRIATE SS SPEC SHEET Please submit S COPieS Foundation Type:(Max. 12"�.xposcd)(material-brick/cement,other) .�1- l� -C d co)r.I+/'L l Siding Type: Claphoard shin-tic ! other Material: rt'c Cedar �r%vhitc cedar other Color. Chimney Material: At cr.,-- Color. �r f �^1 , / Roof Material: (make&stylaj �`�r TG,1l��C? IT(ctrt,+t c ?i1C! fl Color: I r Roof Pitch(s): (7112 minimutr!) ispeciti•on pJatsJur new bta/dtngs, ►llaf0l'alllllllnn,c) Window and door trim material: wood_._-�_ other:matet �al,specify '10- ! Si7c of cornerboards i X i 1(S size of casings(t X S min) 'r' color (� r, Rakes Ist member jX 0 2-'d member X Depth of overhang tr h,.K- Window: (make/model) 14111f a material U, 0#41 color (Provide u-indow m3wi ile wt ulan f!: ne►v Indidings.nuljor lufditions) Window grills(please check;:l1 Null upph_: true divided iights twerier glued grills_ grills ba cen glass�removable interior-- None Door style and make:J'.(,,, t-, I fve. fk _material_�� ! Color: �:ar$gc-HoerrSt izi;-v�o ?1st-nisi • Color Shutter Type/Style/Material: Color: GutterTyae/Vfateriai: `':L/3u�•it� -___r _Color. Deck material: Hood ✓ -Aher materiai.specify Color Skylight.typelmake/model]: material : Color Size: Sign size: TypelMsteria(s:--- - - - - +- Color: A PjPO V ED Fence Type(.max 6')Style_ material: Color. �15 • I Retaining ovatL•`\+lalerial: =stable V '^'�' Old King's Highway lighting frc&andirtg on'btrilding. ._ _ illuminating sign Committee OTHER If..NFORMATION: THE ATTACKED CHECK LIST MUST BE CO.MPIXTED AND SUBMTfTED Please provide samples of paint colors,manufacturers brochure of windows,doors,garage door,fences,tamp posts etc Signed: (plan preparer) Print Name ,.,.WFIlrTmD w C ZO15 2 Q.Vuar6 mud ComndsfEonWW Kinry NLeFra�WKIl AppliranoiLiN 1K11 nNAFT2011 CetiAppropriwenem DRAFT.dnr i ,t. •z- Town of Barnstable Geographic information System March 6,2015 2380os002 42452 2a o 1 238002 218001 #o go 237006 237004 go #0 217021 #o 217022 217030 N 150, 217024B00 go 237005 * 217024 W00 Jt 67 #0 217007 `#67 40 217023 - 217051 AD— ----- —237059-- ---- --- -- I—— — k 94• • 217055W00 t� 217052 N 0 0 237065 237008 217020X01 #85 N 2160 237009002� N 76 217055600 • 8) 237007001 N 34 r 217008 N 968 4 j #1zo 217050004 217048 217020003 277020X02 059 471 N75 476 237010 217025X03 �#2198 217041 10 2170 5X04 460#60237064001 a #52 217047 3 40 < 217037 #65 =s 217050003 469 #60 217020004 2170 40X01 u 2�7 237#to' 217039 0' h7146• 217032 #4, 217028 !40�217049 4 2084 ® � N 4715 06 237064 217035 42110 437 217036 217050001 217019W00 217025 a � 4 #55 �76 217017 217018�01 #1040 t12070 237038 42187 + Z 217 01900 42026 6 217013 00 42040 ur I RTE6Ai 217054 #1950 217015 #2022 2370!1 '0 0 237040j + 217050002 #1990 f217016 216076800 s 217010 #43 111996 42051 k-119 236006001 N 2159 #2145 _ 41850 217011 �. 216074 237042 237039 #1866 e' 216036 216075001' N 2171 2117012 216035 217014 G 216077 #0 k 2071 #2085 k 2103 236�SB00 a 2 031 40 e e C1894 216034 #1934 N 1970 =1 216038/W1�tu #2021 It g #1912 #1989 217 parcel:DISCLAIMERS: This Istar planning purposes only.It Is not adequate for lapel Map: Selected Parcel boundary detertNnauon at regulatory interpretation. EntargerneMs beyond,scab or Owner:JEFFRIES,KATHLEEN E Tote]Assessed Value:$167700 1-.too-may not meet established map occur stardaroa.Tte pared noes on this map Co-Owner Arxeage'1.65 aces Abutters :. W E are only graphic representations d Assessoes tax parcola.They are not tore property -^" bowdarbe and do not represent eewreto relationships to physical features on the map wort:78 JOHN MAKI ROAD �1 such as bul"locations. Buffer 1+ j•. � � APPROVED MIT{G/UTm AREA--1 SF / t0.� ` MAR 2 5 2015 Town of Barnstable ''� -- - %".-• - ` • : # Old Kir,'s Highway mmittee �•J , _�'/ ;'�.�-0' '�� - GARAGE r , FLOOR-M.5 f/ :. ,j c:�•• tea_ _._.� / .� NEW CONTOURS �"w�' % '' ;lam' •.� - .. -/' - '•'••.•.� - •_ -_�-.� � •`� L , So,.nC SO sftir.' 'fir �OK •j ''�,1 ` � .4 00, • •. > 1 •� IFY r 1 a, ENT TO CRusr,ED STONE TRACKS �y. + ♦IF pEItST GRA ti •!y, Y Y, I' 1 UC&S' *SURETY BONDS* UNITED CASUALTY AND SURETY INSURANCE COMPANY LICENSE AND PERMIT BOND For County, City,Town or Village Only. Not Valid for Contract,Performance,Maintenance,Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. KNOW ALL MEN BY THESE PRESENTS: BOND NO: 002395 That I, Paul A. Hamblin, 158 Lakeside Drive, Marstons Mills, MA 02648, as Principal, and UNITED CASUALTY AND SURETY INSURANCE COMPANY, a corporation duly licensed to do business in the State of Massachusetts, as Surety, are held and firmly bound unto the Town of Barnstable, 200 Main Street, Hyannis, MA 02601, as Obligee, in the amount of Five Thousand Dollars and 00/100 ($5,000.00), lawful money of the United States, to be paid to the said Obligee, for which payment well and 'truly to be made, we bind ourselves and our legal representatives, jointly and severally. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal has been licensed and/or issued a permit for the purpose of opening and/or occupying a public way located at 76 John Maki Road, Barnstable, MA 02630 by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and comply with the laws and ordinances (including all amendments), pertaining to the license or permit, then this obligation to be void, otherwise to remain in full force and effect for a period commencing on the 16th day of March, 2015, and ending on the 16th day of March, 2016, unless renewed by continuation certificate. This bond may be terminated at any time by the Surety upon sending notice in writing to the Obligee and to the Principal, in care of the Obligee or at such other addresses the Surety deems reasonable, and at the expiration of thirty-five days(35)days from the mailing of notice or as soon thereafter as permitted by applicable law, whichever is later, this bond shall terminate and the Surety shall be relieved from any liability for any subsequent acts or omissions of the Principal. Dated this 19th day of March, 2015. Paul A amblin Pr cipal Witnessed U Casu ty and Surety Insurance Company By Todd S. Carr an Attorn n-Fact 1250 Hancock Stree , uite 803N, cy,MA 02169*617471-1112 UC&S Power No: 002395 UNITED CASUALTY AND SURETY INSURATTC-=E_CO_M=PANY QUINCY,MASSACHUSETTS POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That UNITED CAS[I M AND SURETY INSURANCE,COMPANY,a corporation of the Commonwealth of Massachusetts,-does hereby rriake,cteandatons — — Todd S. Carrigan— - its true and lawful Attorney-in-Fact,with full pwer_and authorit for and on behalf of the Company as surety,to execute and deliver and_a ix_the= seal of the Company thereto,if a seal is required,bonus undertalongs,recogaizances,consents of surety,or other written obltgatio�tature- thereof,as follows: Any and all bonds,undertakings,recognizances,consents of surety or other written obligations in the nature thereof and to bind UNITED CASUALTY AND SURETY INSURANCE COMPANY,thereby,and all of the acts of said Attorney-in-Fact pursuant to these presents,are-hereby_ratified-and confirmed. This powerof aftorift Tsigned and sealed by facsimile under and by authority oft Ws g3�es_@uhans adopted by the Board of Directors ofLTNIT=E—CASUALTY AND SURETY INSURANCE COMPANY at a meeting duly called and-held on the I"day of July, 1993 which- Resolutions are now in full force and effect: Resolved that the President,Treasurer,or Secretary be and they are hereby authorized and empowered to appoint Attomcys-in-Fact of the Company,in its name and as its acts, to execute and aclmowledge for and on its behalf as Surety arm and-all bonds,reeogniztmces-contracts of indemnity,waivers of citation and all other writings obligamrl in the_ aatumthc eon with power to attach thereto_the seal`ofihe_Companv An-:such writings so executed by such Attorneys C-in-Fact shall be binding upon the ompaq 40-they hadibcc i duly executed and acknowledged by the if fulai3y__=ere red=0ffieeas of a Compatry in their own proper persons_ This power of attorney is signed and sealed by�imi�user and by the authority of the following Resolution adopted by-rh_eMoara-of— Directors of UNITED CASUALTYAND SURETY INSURANCE COMPANY,at a meeting duly called and held on the 1"day of July,1993: That the signature of any officer authorized by Resolutions of this Board and the Company seal may be affixed by facsimile to any power of attorney or special power of artomey or certification of either given for the execution of any bond,tmdertaking,recognizance or other written obligation in the nature-thercof such signature and seal,when so used being hareby edoptad'by_the Company as the original signature of such officer and the original seal of the Gompany m be_valid;aod[bindutg upon the Company with the some force and effec@.as=tbnu -:mauuslly aHuccd R'A TTNESS WHEREOF,UNITED CASUALTY AND SURETY INSURANCE COMPAl Y=has-caysed these presents to be signed by its proper officer and its corporate seal to be hereunto affixed this 14th day of July,2010. UNITED CAS U AND SURETY INSURANCE COMPANY Todd S_Carrigan,Pre Commonwealth of Massachusetts,County of Suffolk ss: On this 14th day ofluly in the year 2010 before me personally came Todd S.Carrigan to me known,who,being by me duly sworn,did depose and say:that heresides_in the Commonwealth of Massachusetts;that he is President of UNITED.CASUALTY AND SURETY INSURANCE - _COMPEINY tine corporation described in andiwhich executed the above instrument tliat he sgnetihts=name thereto by the above quoted aathonty that SWIMws=the seal of said eorporatiort;that said seal affixed to said instrument issuch corporate seal,and that it was so affixed--by auth_ority=oFhis=office under the by-laws of said corporation Caitlin L.Flanagan N �0 otary Public Commonwealth of Massachusetts _ My Commission Expires _ Notary Public -- — — _= 95ft42016 — -- — _ I,Timothy M.Carrigan,Treasurer of UNITED CASUALTY ATID SURETY INSURANCE COMPANY,certify that theforegomg power-of attorney, and the above quoted Resolutions_of the-Board of Directors of July 1, 1993 have not been abridged or revoked andare=now in-full— force and effect_ Signed and sealed by its proper officer and its corporate seal to be hereunto affixed this day, 1-9 th day of March, 2015 _ Timothy M_Carrigg T asurer TO CONFIRM AUTHENTICITY OF THIS BOND OR DOCUMENT CALL(800) 829-2663 .j y Kan't Kopy'Kt Kan't Kopy'Kt I i :,Security Paper Security Paper • Hidden Pantograph Hidden Pantograph _• Color Match ' Color Match I{ j• Artificial Watermark Artificial Watermark • Anti-Copy Coin Rub Anti-Copy Coin Rub • Erasure Protection Erasure Protection A�• Security Features Box ( Security Features Box • Microprint Protection Microprint Protection ✓'• Acid Free I Acid Free 7 Kan't Kopy K1 Kan't Kopy Kt Security Paper Security Paper • Hidden Pantograph f Hidden Pantograph • Color Match i Color Match • Artificial Watermark Artificial Watermark i Anti-Copy Coin Rub Anti-Copy Coin Rub • Erasure Protection Erasure Protection • Security Features Box I Security Features Box • Microprint Protection Microprint Protection • Acid Free Acid Free Bk 28778 Pg318 #14144 04-03-2015 @ 10: 31a QUITCLAIM DEED I,Amy L.Jeffries,Trustee of The Hilda Beal Realty Trust,under declaration of trust dated November 13,2006 and recorded with the Barnstable County Registry of Deeds in Book 21518,Page 125,of 110 Acorn Drive, West Barnstable,Massachusetts 02668, for consideration of One Hundred Forty Thousand and 00/100($140,000.00)Dollars paid,grant to Paul A.Hamblin,of 158 Lakeside Drive,Marstons Mills,Massachusetts 02648, with Quitclaim Covenants, the land,together with the buildings thereon,situated in West Barnstable and Barnstable, Barnstable County,Massachusetts,more particularly bounded and described as follows: A certain parcel of land,being shown as Lot 3 on a plan of land entitled"Definitive Plan of Land Barnstable,MA,Prepared for William and Kathleen Jeffpries,Scale 1"=50',October 31, 1991,Eagle Surveying and Engineering,Inc.,441 Route 130,Sandwich,MA,Project Number 91-048,"said plan being duly recorded with the Barnstable County Registry of Deeds in PIan Book 488,Page 91. Said Lot 3,on the here before mentioned plan,contains 1.75+/-acres and is conveyed subject to and benefited by all rights and restrictions of record,including the right to use John Maki Road as a public way. Property address: 76 John Maki Road,West Barnstable,Massachusetts. 02668. For title,see deed recorded with the Barnstable County Registry of Deeds in Book 21518, Page 130. MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 04-03-2015 $ 10:31am Date: 04-03-2015 L 10:31am Ctl#: 281 Doc#: 14144 Ctl#: 281 Doc#: 14144 Fee: $478.80 Cons: $140,000.00 Fee: $378.00 Cons: $140,000.00 INE r° Town of Barnstable BAR AS,%. E. Regulatory Services Y MASS. g 039. Building Division 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice i Type of Inspection /,Y S Location Permit Number 2 01 Owner Builder �r6 l-r-� j One notice to remain on job site, one notice on file in Building Department. i �. The following items need correcting: LL /l/D Or G Vc- �1J Srti 1-#4->ia* ��& rIFrcA (f) s T CC Please call: 508-8.622-403tfor re-inspectio . Inspected by ��' Date /o { .. -:r.�-... �...... n ..i r^ — 1`.^1 '.=�- .: . .. } 6 '►1. � i.•r. •su _;7. a,i: . 'YS �.i"�ti .�t�r, `� r'. ,p`.. 5 `pF1HE Tp��� Town of Barnstable % BAE. Regulatory Services V MASS. .639• �0 Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 Inspection Correction Notice t 5 Type of Inspection Location -76 ",41,Ll /6 Permit Number 0 -5-0 Z 5�� Owner 11A L/4 Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: Wi-Z r 3 G(J o « Qu.T 1N�r.� r,10AI 96,5 7'192-/I- S / �"LL/ 7 - l�liL �SGLC T/l �T 2 04) Please call: 508-862-4-038-for re-inspection. Inspected by Date is I h � •y i l R.R.TRACKS LOCUS TH-5 TH-6 TH-7 TH-8 48.0 45.0 50.0 46.0 3 �y TEST HOLE LOGS O/A HORIZON ELEV. O/A HORIZON ELEV. O/A HORIZON ELEV. O/A HORIZON ELEV. �-7- �2 SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM I 2 O ENGINEER: THOMAS McLELLAN,P.E. 10YR 412 12" 10YR 4/2 44.0 10YR 4/2 12" 10YR 4/2 45.0 m 12" 47.0 12" 49.0 WITNESS: DONNA MIORANDI,R.S. B HORIZON B HORIZON ROUTE 6A B HORIZON SANDY LOAM B HORIZON SANDY LOAM DATE: 1-9-15 SANDY LOAM 36" 2.5Y 6/6 42.0 SANDY LOAM 32" 2.5Y 6/6 43.3 N 32" 2.5Y 6/6 45.3 36" 2.5Y 616 47.0 �0� PERCOLATION RATE: <2 MIN/IN C1 HORIZON C1 HORIZON G C1 HORIZON SANDY LOAM C1 HORIZON SANDY LOAM 04 LOAMY SAND 72" 2.5Y 7/6 LOAMY SAND 2.5Y 7/4 PERC AT 7 39.0 2,5Y 7/4 PERC AT T 90 2.5Y 7/6 38.5 d� C2 HORIZON C2 HORIZON LOAMY SAND LOAMY SAND 180" 33.0 2.5Y 7/4 180" 35.0 2.5Y 7/4 LOCATION MAP(LOT 3) 156" 32.0 TOTAL AREA:76,342 SF C2 HORIZON C2 HORIZON WETLAND AREA:13,866 SF MEDIUM SAND MEDIOUMI SAND ASSESSORS MAP 217, MEDIUM SAND UPLAND AREA:62,476 SF 228" 29.0 180" 30.0 204" 33.0 204" 29.0 PARCELS 20X01 &20X02 NO GROUND WATER ENCOUNTERED PLAN BOOK 488, PAGE 91 FLOOD ZONE:NO i SEPTIC SYSTEM DESIGN SEPTIC SYSTEM SECTION FLOW ESTIMATE: 2"PEASTONE OR FILTER FABRIC 43.0 COVERS WITHIN 6" 3/4"-1 1/2" 3 BEDROOMS AT 110 GAL/DAY= 330 GAL/DAY a TOP OF 79 OF FINISHED GRADE WASHED STONE FOUNDATION fi, INSPECTION PORT SEPTIC TANK: ELEV.=39.18 330 GAL/DAY x 2 DAYS= 660 GAL , 3'MAX. „a , USE 1500 GALLON SEPTIC TANK 40.0 COVER ELEV. (1'MIN) LEACHING AREA: 39.4 ELEV. USE 2-500 GALLON CHAMBERS(8.5'x 4.8'x Z EFF.DEPTH)WITH 39.65 38.8 38.63 ELEV. ELEV. 36.35 ELEV. D-BOX H H ELEV. 4'OF STONE ALL AROUND (25'x 12.8'x 2'DEEP) f (6"STONE UNDER) 4' 4' j 1500 GAL F 25'x 12.8' � SIDE AREA: (25'+12.8')x 2 x 2=151 5F (0.74)=112 GAUDAY SEPTIC TANK BOTTOM AREA: 25'x 12.8'=320 SF (6"OF STONE UNDER OR 2-500 GALLON CHAMBERS WITH (0.74)=237 GAUDAY ECHANICALLY COMPACTED) 38.35 4'OF STONE ALL AROUND ELEV. (25'x 12.8'x 2'DEEP) CAPACITY=349 GAUDAY TEE SIZES: GAS BAFFLE INLET:6"UP,13"DOWN AT OUTLET TEE OUTLET:6"UP,14"DOWN NOTES: 1.VERTICAL DATUM: NAVD 88 20'WIDE ROW (DEED BOOK 807/202) 2.MUNICAPAL WATER IS AVAILABLE. 3.SCHEDULE 40-4"PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. 2 I i1 Stone Wall I 4.ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO P L=226 84• �o0 000 2 H-20 SPECIFICATIONS. 4 R=5754. 0 �� o 1 5.PIPE PITCH= 1/4" PER FOOT(UNLESS NOTED OTHERWISE). - _ 2 2 01 la 6.FIRST 2'OF PIPE OUT OF D-BOX TO BE SET LEVEL. N-2 2 - 7.THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A 32 01 I 2 GARBAGE DISPOSAL. 2 Electric Easment (66'Wide) OI I 1 8.ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. I 4 5 ENVIRONMENTAL CODE(TITLE FIVE)AND LOCAL HEALTH REGULATIONS. 5�`�` �0 2 I 3 ' 9.CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. 26 m 10.GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 31. 2 0 y` 31 I 11.FIELD SURVEY PROVIDED BY CAPESURV,OSTERVILLE,MA. 27 12.THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND IS SUBJECT TO CHANGE UNTIL SUCH TIME. --_.3 _ Wet Plot /� 13.EXISTING CESS POOL IS TO BE PUMPED AND FILLED WITH SAND OR REMOVED.` / cn 14.D-BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. I 15.WORK LIMIT LINE(HAY BALES OR SILT FENCE)TO BE INSTALLED PRIOR ` 2 / 1 C° TO CONSTRUCTION. 28 Ilr, ; / 3 n',o rn Upland Plot ` 1 � i 1 CONCRETE HEADWALL St nes j 2 PIPE INVERT=29.7 i 3 eo W ' ' Cn DECK 10' lz 13 34 `�c`sc 10' 6' 52' act Cta �P ........ . W 12 O rn o, PROPOSED bh 14' 3 BEDROOM 18, I DWELLING 114 Arch 8' 14' 10' i I - 38' 10 _ 11 i ' jg 9 / / �l.•' \_p,WN PROPOSED DWELLING i LEAVE 4 NATURAL j/ ............. 0 7 / PROPOSED + E j REDESIGNED 3 WADDLES APPROVED i ENCROUCHMENT I 42 V-014 rnNn-n AIV AREA=2157 SF c, I 1 i• ' (DO g 2 PC ! 6 5DECK e 4' P RO OS pM EDRO cn topfnd.=/ f a Colo, 1. V V WETLAND RESOURCE LINES I , / rnL5 BY ENSR THOMAS J. McLEL N, P.E. AS FLAGGEDi St I DECEMBER 14,2006 Ut`C`t`J 13? �? 42 - m p c NJ- BENCHMARKAT hyd '�`��'� �^ tn- ' SITE PLAN j CATCH BASIN GRATE ELEVATION=39.9 l (NAVD 88) LOCATION: I ' p�N ROppSEO CD 76 JOHN MAKI ROAD,WEST BARNSTABLE,MA FRpM 4 P GpFtPC'6 '100 tLpN� �t2c! 42,5 th-7;' 7 5' PREPARED FOR: F vNE,'�� KEY: 0 42 th a PAUL HAMBLIN { t EXISTING CONTOUR: ---- ; I 1 PROPOSED CONTOUR: ••---------- r - 43 s� DATE: 1-20-15 I - s D`I REVISED:4-21-15 SCALE: EXISTING SPOT ELEVATION: 25.5 PROPOSED SPOT ELEVATION: P575 TEST HOLE:� �4 BASS RIVER ENGINEERING;' UTILITY POLE: -o- rL. �o I FENCE LINE: - N"� 13633 HYDRANT:. -' 0 ;;� dirt piles left from P.O.BOX 1163 EAST DENIMS MA 02641 RETAINING WALL: ® 0 construction ' 0• 508-385-3426 OR 508-364-9048 2 24'-0" 4'-0" 12'-0" 12'-0" HARVEY 2442 DOUBLEHUNG 71if DN. v 9, 3,_4„ o? o2 6 AL00 I I II 0O �? CCESS v HARVEY HARVEY N `'' r- U IANEL N A31 2446 TEMPERED DOUBLEHUNG I SVK LIGHT I BATH LAB9VE � I 3'x 3' UP 1, 6" 2'6"x 6'8" 3'_ L — N HARVEY N ((� o A31 ® A HARVEY N -v GARAGE , HARVEY HARVEY q A31 FINISHED A31 M b � IT O °' co co STORAGE `� N q A co A q A5 ® A5 A5 A5 HARVEY HARVEY HARVEY L? A31 A31 U? 2446 N N SLIDING DOUBLEHUNG — r — BARN DOOR 3'0"x TO" 3'0"x TO" ACCESS I ACCESS PANEL I IANEL v N I (V I 0 3'0"x TO" 3'0"x TO" 16'0"x 9'0"O.H. DOOR 41 L It, �k I —III — 1 11 1 1 CONC. HARVEY HARVEY APRON 2442 I I 2442 DOUBLEHUNG DOUBLEHUNG II 10'-7 112" 10'-7 1/2" u—LINE OF BEAM ABOVE 24'-0" 24'-0" FIRST FLOOR PLAN IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5 (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION SECOND FLOOR PLAN- TABLE 402.1.2 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS) ® SMOKE DETECTOR FENESTRATION SKYLIGHT CEILING I WOOD FRAMED WALL F'OOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE 0.30 MASS. 0.55 49 20 or 13+5 30 15/19 10(4 FT.DEEP) 15/19 Q CARBON MONOXIDE DETECTOR AMMEND NOTES: Barnstable Bldg. Dept�� ® HEAT DETECTOR 1. R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. � 2. 15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR Approved bv:.._... OF THE HOME OR R=19 INSULATION CAVITY AT .THE INTERIOR OF THE BASEMENT WALL 3. REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS Pennit #: C n 4. 13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR —G & R13 CAVITY INSULATION THE DESIGNER SHALL BE NOTIFIED IF ANY NEW GARAGE FOR : SCALE ' DRAWING NO. . COTUIT BAY DESIGN LLCERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR START OF 1/4 = 1 —(�"V � CONSTRUCTION.THE BUILDIDI NG CONTRACTOR 43 B RE WSTE R ROAD WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION MAS H P E E MA. 02649 COMMENCES WITHOUT NOTIFYING THE HAMBLIN RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE � THESE DRAWINGS ARE SOLELY FOR THE USE PH. (508 2 74-1166 OF THE OWNER NOTED.ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN FAX (50 ) 539-9402 CONSENT OF THE DESIGNER UNDER THE 7 6 JOHN MAKI ROAD WEST BARNSTABLE , MA 5/8/2018 Al ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. El L4x4x1/4" L4x4x1/4" WELD TO WELD TO BEAM BEAM EXTEND STEEL BEAM BEYOND W8 x 10 STEEL BEAM 12 -F - 7 6 3- 1 3/4"x 9 1,14"LVL 3-2 x 10's 2 x 10 CEILING JOISTS WINDOW HEADER ---/ 10'-6" 3'-6" TOP OF PLATE Ir 12 SECTION @ HOIST BEAM a 12 SCALE: 1/2" = 1 '-O" TOP OF PLATE AT KNEEWALL o ti iv SECOND FLOON, N SUBFLOOR TOP OF PLATE 30"SQUARE CUPOLA VERIFY ALL DETAILS W/OWNER&MFR. o 0 W8 x 10 STEEL BEAM FOR HOIST TYP.ASPHALT ROOF / SHINGLES — TOP OF FOUND. / / 3'-6" TOP OF PLATE NOTES: 1 .) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS FRONT ELEVATION- & DIMENSIONS IN THE FIELD ,L� LI L= 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, TYP. PVC 1 x 8 FASCIA, FRIEZE,& N DETAILS, & FINISHES IN THE FIELD WITH OWNER SOFFIT BOARDSco TOP OF PLATE 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT ATKNEEWALL FIRST FLOOR TO BE 6'-11" ABOVE SUBFLOORSECOND FLOOR�o 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS SUBFFLOOR , STATE BUILDING CODE, 9TH EDITION AMENDEMENT & IRC2015 TOP OF PLATE 5.) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING TYP. PVC 1 x6 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD I III CORNERBOARDS 8.) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING & PROPOSED DETAILS L Ll 11 U Lrl I I 1 11 11 1 TYP. W.C. SHINGLE 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF WEEATHERTO o ALL SIMPSON COMPONENTS 10.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS Eo TO BE 3000 PSI 11.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE DURING FRAMING CONSTRUCTION Li U Lui lu TOP OF FOUND. 12.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED LEFT ELEVATION SLIDING BARN DOOR VERIFY ALL DETAILS 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY W/OWNER EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE INSULATION INSTALLER/CONTRACTOR. If 36'-0" 15.)ALL HEADERS TO BE 3- 2 x 8's UNLESS OTHERWISE NOTED THE ERRORSIGNER OROMIS LL BE OMISSIONS EFOUDIFANY SCALE DRAWING NO. C OT U I T BAY DESIGN L LC ERRORS OR OMISSIONS ARE FOUND ON ■ THESE DRAWINGS PRIOR TO START OF NEWGARAGE FOR .CONSTRUCTION.THE BUILDING CONTRACTOR 43 BREWSTER ROAD IN WILL BE DRAWINGS IBLE CONSTROR THE UCTION 1/4' - -011 IN THESE DRAWINGS IF CONSTRUCTION MAS H P E E MA. 02649 COMMENCES WITHOUT NOTIFYING THE HAMBLIN RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE 7 THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED.ANY OTHER USE OF P H. (508) 274-1166 508 539-9402 THESE DRAWINGS REQUIRES THE WRITTEN FAX ( ) CONSENT OF THE DESIGNER UNDER THE 7 6 JOHN MAKI ROAD WEST BARNSTABLE MA 5/8/2 018 A2 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. I I NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING ROOF FRAMING BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END —30"SQUARE CUPOLA RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END VERIFY ALL DETAILS WALL FRAMING W/OWNER&MFR. TOP PLATES AT INTERSECTIONS(FACE NAILED) - 4-16d 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2-16d 2-16d 24"o.c. HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES El FLOOR FRAMING: JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-1Od PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-1Od EACH END TYP. PVC 1 X 8 RAKE BOARDS BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK W/1 X 3 DRIP BOARD LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-1Od PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT 12 ROOF SHEATHING: ITI 5.5 WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"O.C. Sd 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD ii GABLE END WALL RAKE OR RAKE TRUSS W/0 OVERHANG 8d 10d 6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS TOP OF PLATE — GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD CEILING SHEATHING. GYPSUM WALLBOARD 5d 7"EDGE/10"FIELD 12 WALL SHEATHING - WOOD STRUCTURAL PANEL (PLYWOOD) I 12 STUDS SPACED UP TO 24"o.c. 8d 10d 6"EDGE/12"FIELD i� 1/2"&25/32' FIBERBOARD PANELS 8d --- 3"EDGE/6"FIELD 1/2"GYPSUM WALLBOARD 5d 7"EDGE/10"FIELD ao TOP OF PLATE n FLOOR SHEATHING WOOD STRUCTURAL PANELS(PLYWOOD)_ 1"OR LESS THICKNESS AT KNEEWALL 8d 10d 6"EDGE/12"FIELD GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD SECOND FLOOR SUBFLOOR TOP OF PLATE IIT r 24'-0" 0 I I I ol I BEAM FOR CHAINFALL I I I I I I I I I -TOP OF FOUND, I I TOP OF PLATE REAR EVATION - �HTID 1 LSL R SCHEATImm FHLLER DHDWLE Tw au CD REWIRED) - + + + + + + (3)-1 3/4 x U 71W LVL HEADER + ++ + + + a + + + + + ^ TOP OF PLATE r AT KNEEWALL MA24 STRAP 'LSTA24 STRAP _ (D' OE FACE OF VALID QNSME FACE OF VALL) HEADER TO CV 296 HEADER TI GD-i I. SECOND FLOOR FASTEN TIF PLATE TO HEADER WITHSUBFLOOR (E9.RIMS W Mid SINKER NAILS AT 7 Mr- TOP OF PLATE FASTEN SHEATHING TO HEADER WITH Od MOM ER GALVANX==MAILS IN 3•GRID PATTERN AS SW W AM 3•D.C.IN ALL FRAH MG CST WS,DlO"M - AMD SD.LS)TYP. . - PANEL EDGES SHALL HE DUCKED, E'tt6 FRAM%PHG NO OCGR VTTNIC 24•OF MILD- _ 11 IT NOW IF VALL RMCKING SHALL %e STRUCTURAL PANEL SHEATHING DE MAILED VYYHH CM Mid SINKERS O Hill � TV.Ham-SDSES3 HmDDDVPH io o MD&E!9@'ttW PLATE MASHER o 0 c I _ . -- IP DL TWA=R®DRILL 6 EPIM CTYPJ ® TOP OF FOUND. •w:•..r w... MA AMCHEIR DOLT .®•'••.. a e ,® '. •®'Ar .'e�...m.e CT MD&E'MDEDHEMT). s 4 ... a •, ��' O . H . DOOR DETAIL SIDE ELEVATION ELEVATION 36'-0 NO SCALE THE DESIGNER SHALL BE NOTIFIED IF ANY /'� �1 //''��w , /'� ERRORS OR OMISSIONS ARE FOUND ON NEW SCALE DRA ING NO. : OTUITBAY pE\IV I\1 �1 THESE DRAWINGS PRIOR TO START OF R� 0V RTVVVYI V CONSTRUCTION.THE BUILDING CONTRACTOR 43 LJ REWS 1 E R ROAD WILL BE RESPONSIBLE FOR THE CONTENT 1//)11 1 1 I{�11 IN THESE DRAWINGS IF CONSTRUCTION `} �J COMMENCES WITHOUT NOTIFYING THE (� 1 V IAS H P E E MA. 02649 DESIGNER OF ANY ERRORS OR OMISSIONS. n n ) THESE DRAWINGS ARE SOLELY FOR THE USE HAMBLIN RESIDENCE DATE : OF THE OWNER NOTED.ANY OTHER USE OF PH. 508 274-1166 ( THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE 5L8l2O 1 Q V FAX 508 539—9402 ( > ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 7 6 JOHN MAKI ROAD WEST BARNSTABLE , MA LL I I 24'-0" 24'-0" BALLOON FRAME W/ MID-HEIGHT BLOCKING I P.T.6 x 6 I i O POST Z LIJ 21 2-1 3/4"x 14"LVL u- F J p ( N �. Z J N O `- Ow J Q X m r M I 2- 1 3/4"x 14"LVL I ' w W ¢ _� b b _ O I 9 m O M Q W 0 _ A A N I A AA r A5 A5 A5 A4 " � Z ow �p • 0 H W � W 50 � Lo 3K,2J Q 3K,2J ' I i w w ¢ ¢ W W _ N O O I X I I x N N M M 3K,2J 3K,2J I 3- 1 3/4" 9 1/2"LVL HDR. 2K,2J 2K,2J i 4K,2J ' 3-1 3/4"x 11 7/8 LVL HEADER 4K 2J SOLID 2 x 8 BLOCKING IN THE OUTSIDE TWO RAFTER&CEILING JOIST BAYS 48"o.c.>ALLOW SPACE FOR AIR FLOW ON THE UNDERSIDE OF ROOF SHEATHING TYPICAL ASPHALT 24'-0'r ROOF SHINGLES 24-0 5/8"CDX PLYWOOD SHEATHING 2 x 10 RAFTERS 15#FELT PAPER HURRICANE CLIPS USE SIMPSON H2.5A U SECOND FLOOR FRAMING PLANFRAMING PLAN r AT ALL RAFTERS ENDS ROOF WIND WASH BARRIER 3'0"WIDE ICE/WATER SHIELD NOTES: ALUMINUM DRIP EDGE 1. ALL ROOF RAFTERS TO BE 2 x 10's 1 x 3 STRAPPING W/ x s FASCIA BOARD UNLESS OTHERWISE NOTED 1/2"GYPSUM BOARD 2.) USE SIMPSON H2.5A HURRICANE CLIPS 1 x 4 SOFFIT BOARD AT ALL RAFTERS ENDS 1 x CONT.VINYIL SOFFIT VENT 1 x 3 SOFFIT BOARD 3.) VERIFY GUTTER TYPE/LAYOUT -TYP. 2 x 6 WALLS I 1 3/4"CROWN W/ OWNERS 1 x 6 FRIEZE BOARD DETAIL AT WA L L SCALE: 1/2" = 1'-0" SCALE : DRAWING NO. ERRORS OR OMISSIONS ARE FOUND ON I IR VTHESE DRAWINGS PRIOR TO START OF `n/ FOR: ^1f 1 11 C OT V I T BAY DESIGN, L LC CONSTRUCTION.THE BUILDING CONTRACTOR N E Y r GARAGE 1/4 =, 1 �O 43 LJ 1 \EW V 1 E I \ ROAD WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE` MAS H P E E MA. 02649 DESIGNER OF ANY ERRORS OR OMISSIONS. HAMBLIN RESIDENCE DATE • 1 THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED.ANY OTHER USE OF PH. 508 2 / 4 1 1 V V THESE DRAWINGS REQUIRES THE WRITTEN 8 CONSENT OF THE DESIGNER UNDER THE 5/VQ/2 O FAX 508 539-9402 , ARCHITECTURAL COPYRIGHT PROTECTION WEST BARNSTABLE MA ACT OF1990 76 JOHN MAKI ROAD r - - - - - - - -- — — — — — — — — — — — — — — — — — — — - TYP. ROOF CONST. 24-0 , 2 x 10 ROOF RAFTERS @ 16"o.c. 12 5/8"CDX PLYWOOD ROOF SHEATHING 2 x 6's @ 16"o.c. i 12 I�-16" DEEP CONCRETE -ASPHALT ROOF SHINGLES o - 15LB. FELT PAPER FOOTING (SEE DETAIL) -SPRAY FOAM INSULATION (R49) -2 x 12 RIDGE BOARD 12 / -SIMPSON H 2.5A HURRICANE CLIPS AT ALL RAFTER ENDS 5.5 W8 x 10 \ -ICE/WATER SHIELD AT BOTTOM STEEL \\ \ ih r, 3'0"OF ROOF / BEAM b - PROP-A VENT BETWEEN RAFTERS t / \ \ Fji N 12"CONCRETE FOUNDATION I I -WIND WASH BARRIERS WALL W/#4 HORIZONTAL BARS -ALUMINUM DRIP EDGE 2 x 10's @ 16"o.c. TOP OF PLATE r — AT 12"o.c.  VERTICAL BARS IJ AT 12"o.c. \ TYP. 1/2"GYP. BOARD \ - I 30"x 30"x 12" - / ON 1 x 3 STRAPPING \ \ CONCRETE FOOTING @ 16"o.c. \ STAIR PLATFORMco PT. 4x6POST I I TYP.WALL CONST. / o FINISHED I I I I 1. 2 x 6 STUDS @ 16"o.c. i� � STORAGE TOP OF PLATE ~ 2. 1/2"PLYWOOD SHEATHING / 3/4"T&G PLYWOOD < AT KNEEWALL 3. 6"(R=21)BATT INSULATION 4. 1/2"GYPSUM BOARD SUBFLOOR-GLUED&NAILED SECOND FLOOR o 5.W.C. SHINGLE SIDING SUBFLOOR 6.TYPAR EXTERIOR VAPOR BARRIER 8"CONCRETE FOUNDATION WALLS I I 14"I-JOISTS @ 16"o.c. TOP OF PLATE TW/10"x 20"CONCRETE FOOTINGS O 0" BELOW GRADE. 5/8" FIRECODE GYP. BD. ON 1 x 3 STRAPPING @ 16" o.c. IN GARAGE ON CEILINGS CONT. SOFFIT N I I I I N AND WALLS VENTS GARAGE 0 o I I (4"CONC. SLAB PITCH 2 b m "TO O.H. DOOR W/6 x 6 WWF EMBEDDED I I M GARAGE A l l I I A A5 I I I I A5 (4"CONC. SLAB PITCH 2"TO O.H. DOOR W/6 x 6 WWF EMBEDDED TOP OF FOUND. I I I I I I R10 RIGID WTSEA ERILL b INSULATION 4:1 SLOPE A SECTION GARAGE it II I Q? t A5 I II � I I DROP TOP OF WALLS LAT ENTRY&OCATIONS O.H. DOOR I )r I I = 12"THICK CONCRETE iv ` - - - - - - - - - - - - - - - - - - - - - - � I �, ( WALL(3000 PSI) — — — — — — — — — — — — — — — — , - - - - �o - - - - - - - - - - - - - - - - - - - - - APRON cV 3'-9" 16'-6" 3'-9" 24'-0" SECTION @ REAR WALL #6 BARS @ 12"D.C.VERTICAL SCALE: 1/211 — 1 '-011 FOUNDATION PLAN- 6-12" INSTALL 5/8"ANCHOR BOLTS AT 24"o.c. MAX. 3 GARAGE SLAB FROM END W/SIMPSON BPS 5/8-3 BEARING PLATES OF PLATE PLACE BOLTS WITHIN 6"- 15"OF EACH r CORNER AND TO A 8"MINIMUM DEPTH #4 BARS @ 12"o.c. HORIZONTAL � o C P.T. 2 x 6 SILL W/SEALER I #5 BARS @ 12"o.c. l Lu 24 o.C. I I �� - LL � g � 1 U � V ANCHOR BOLT DETAIL ' I SCALE: 1/2" = 1'-0" 6-0" ERRORS HESEDR WINGS ONS PRIOR STARTFOUN ON NEW GARAGE FOR SCALE '. ,� DRAWING NO. C OT U I T BAY DESIGN, L L C THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR 43 B R EWSTE R ROAD WILL BE RESPONSIBLE FOR THE CONTENT 1/4 1 —O IN THESE DRAWINGS IF CONSTRUCTION MAS H P E E MA. 02649 COMMENCES WITHOUT NOTIFYING THE HAMBLIN RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE � THESE DRAWINGS ARE SOLELY FOR THE USE PH. (508 274-1166 OF THE OWNER NOTED ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN FAX (50 ) 539-9402 ARCHITECTURALCONSENT OF 1990. ECOPYIRIGHT PROTECTION 76 JOHN MAKI ROAD WEST BA R N STA B L E , MA 5/8/2018 A5 ACT OF 1990.